20170795 Ver 1_401 Application_20170628

AI�LMG
LAND MANAGEMENT GROUP iNc.
Environmental Consultants
June 23, 2017
TO: Mr. Chad Coburn
NC DEQ Division of Water Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: The Retreat; Phase 5; Brunswick County, NC
401 WQC Application (NWP 29 & 18)
Action ID# SAW -2016-01972
Dear Chad:
2 0 1 7 0 7 9 5
FJUN 2 8 2811 �
Enclosed is a 401 WQC Application for your review. It is submitted on behalf of Bill Clark Homes for
the construction of Phase 5 of an existing single-family residential development named the
Retreat, located off of Hwy 179 in Ocean Isle Beach, NC. In order to provide access throughout the
site and construct a shallow stormwater Swale, impacts to 0.18 acre of 404 wetlands and 0.0332
acre of jurisdictional ditch are needed. The applicant proposes mitigating for the 404 impacts by
purchasing credits from the Stone Farm Mitigation Bank.
Enclosed are the PCN form, site maps, and site plan. The DWR application fee has been submitted
to your Raleigh office. Please let me know if you have any questions or need additional
information in order to issue the 401 WQC. Thank you for your assistance with this project.
Sincerely, /
Kim Williams
Environmental Scientist
Encl.
Cc: Mr. Landon Weaver, Bill Clark Homes
Ms. Jennifer Burdette, NC DWR
www.lmgroup.net • [e-mail] • Phone: [phone] • Fax: [phone]
3805 Wrightsville Avenue, Suite 15 • Wilmington, NC 28403

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: 29 & 18 or General Permit (GP) number:
1 c.
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:
The Retreat; Phase 5
2b. County:
Brunswick County
2c.
Nearest municipality / town:
Ocean Isle Beach
2d. Subdivision name:
The Retreat
2e.
NCDOT only, T.I.P. or state
project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
LHH Holdings LLC
3b.
Deed Book and Page No.
3c.
Responsible Party (for LLC if
applicable):
Mr. Edward H. Clark
3d.
Street address:
127 Racine Drive; Suite 201
3e. City, state, zip:
Wilmington, NC 28403
3f.
Telephone no.:
910 350-1744
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:
Applicant is an affiliate of landowner and they share managing members.
4b. Name:
Mr. Edward H_ Clark
4c. Business name
(if applicable):
Bill Clark Homes of Wilmington LLC
4d. Street address:
127 Racine Drive; Suite 201
4e. City, state, zip:
Wilmington, NC 28403
4f. Telephone no.:
910 350-1744
4g. Fax no.:
4h. Email address:
[e-mail]
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
1a. Property identification no. (tax PIN or parcel ID):
24300014
1 b. Site coordinates (in decimal degrees):
Latitude: 33.907334 N, Longitude: -78.451291 W
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size:
92.4 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
UT to Jinny's Branch
proposed project:
2b. Water Quality Classification of nearest receiving water:
C; Sw
2c. River basin:
Lumber
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 tract is currently undeveloped and forested. Adjacent land use is residential or undeveloped and forested.
3b. List the total estimated acreage of all existing wetlands on the property:
— 25.6 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 Phase 5 of an existing single -family residential subdivision within the tract.
Two wetland impacts (#1 & #2) are needed to provide access to uplands throughout site. Another wetland impact (#3) is
needed to install a utility line and a swale. The swale will funnel stormwater from the road to a stormwater pond. Two
jurisdictional ditch impacts are needed to provide access from an existing phase of development into Phase 5.
3e. Describe the overall project in detail, including the type of equipment to be used:
This project includes the construction of Phase 5 of an existing single -family residential subdivision. This phase will have 148
lots, access ways, and utilities. The road will contain two 10'-wide lanes, sidewalks and shoulders, and a 3:1 fill slope. The
culverts will be sized to maintain hydrologic connectivity. Sewer and water lines will be located within the corridor. The
roadways will be cleared of vegetation and fill material will be brought to the site to level the area of disturbance. Utilities and
stormwater facilities will be installed. The proposed swale will be approximately one foot deep and have 5:1 side slopes.
Culverts will be installed at Wetland #2 and the RPW crossings. Elevated boardwalks that will be 30" above wetland substrate
will be constructed in several places throughout the site (see attached plan). No impacts are needed for their construction.
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): Wes Fryar
Land Management Group, Inc.
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Ms. Liz Hair of the USACE issued the JD on February 8, 2017 (Action ID# SAW-2016-01972).
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.
Although this is a phased development, the current applicant did not develop previous phases of this subdivision. It does
not appear that Section 404/401 permits were obtained for these previous phases.
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/Culvert
Non -riparian
® Yes
❑ No
® Corps
® DWQ
0.07
W2 ®P ❑ T
Road
Crossing/Culvert
Non -riparian
® Yes
❑ No
® Corps
® DWQ
0.09
W3 ®P ❑ T
Swale/Utility Line
Non -riparian
® Yes
❑ No
® Corps
® DWQ
0.02
W4 ❑ P ❑ T
❑ Yes
❑ No
❑ Corps
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ No
❑ Corps
❑ DWQ
2g. Total wetland impacts
0.18
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
❑ PER
❑ Corps
S2 ❑ P ❑ T
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ INT
❑ Corps
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ INT
❑ Corps
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
3i. Comments:
Page 5of11
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 [-IT
N/A
Road Crossing/Culvert
RPW (non -stream)
0.016
02 ®P ❑ T
N/A
Road Crossing/Culvert
RPW (non -stream)
0.0172
03 ❑P❑T
04 ❑P❑T
0. Total open water impacts
0.0332
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the 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
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):
5j. Size of pond watershed (acres):
5k. Method of construction:
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 El Tar -Pamlico El 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?
El Yes
61 []PEI T
❑ No
❑Yes
B2 ❑P❑T
❑ No
El Yes
B3 ❑P❑T
❑ No
6h. Total buffer impacts
6i. Comments:
Page 6 of 11

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.
One wetland finger extend across the property and access to uplands throughout the site cannot be achieved without an
impact (#1). Wetland Impact 2 is needed to maintain a safe radius of curvature for the road. This road configuration also
allows the required number of lots to make this project economically feasible for the developer. Wetland Impact #3 is needed
to install a utility line and a swale. The swale will funnel stormwater from the road to a stormwater pond. It will be very shallow
(1' deep) with 5:1 slopes and is not anticipated to have a drainage effect. Two jurisdictional ditch impacts are needed to
access this phase of development from the adjacent phase to the east. Impacts have between minimized by minimizing the
width of the road. This project has been designed to be a low density development with 23.99% maximum impervious area.
The vast majority of wetlands on site will be avoided.
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 jurisdictional 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: Stone Farm 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.
S. Complete if Using a Permittee Responsible Mitigation Plan N/A
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 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
1 a.
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
2a.
What is the overall percent imperviousness of this project?
23.99%
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:
The project engineer has obtained a stormwater permit.
❑ 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
El 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 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 (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 undeveloped properties.
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.
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 website was used to determine the presence of federally -listed species. No federally listed
species are known to occur on the site. The West Indian manatee and Atlantic Sturgeon are known to occur within a one -mile
radius of the site, likely within the AIWW, which is approximately 0.75 mile south of the site.
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. No EFH is known to occur within the site.
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 the site. A cemetery is noted just south
of the site off of NC 179 (BW0226).
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
i
6/23/2017
Applicant/Agent's Signature
Applicant/Agent's Printed Name
(Agent's signature is valid only if an authorization letter from the applicant
Date
is provided.)
Page 11 of 11

AGENT AUTHORIZATION FORM
TO WHOM IT MAY CONCERN:
I/we, the undersigned, hereby authorize Land Management Group, Inc. to act as our agent in the
preparation and representation of information related to the Section 404/401 permit application
for the Retreat Phase 5; Ocean Isle Beach, NC project. All questions in regards to this project
should be directed to Land Management Group, Inc.
Sincerely,
w
Owner/Applicant
1 Print Name
1, g 1 ao,
Date

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www.lmgroupnet
June 2017 3805 Wrightsville Avenue
LMG # 40-16-233 Wilmington, NC 28403
Phone: [phone] Fax: [phone]
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Map Source: 2012 NC OneMap
The Retreat Phase 5 LMG
Brunswick County, NC Figure 4
www.lm_group.net Aerial Photograph
June 2017 3805 Wrightsville Avenue
LMG # 40-16-233 Wilmington, NC 28403
Phone: [phone] Fax: [phone]

US NGTUN
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TO WILM'
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MINIMUM 1' OVERLAP OF
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9 9
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(Not to Scale)
GATE609/17
(TYP.)
BOARDWALK DETAIL
MLE PRQJ_ 3253-008
NOT TO SCAM
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_ SEAL
f SWALE INSTALL
025503
TEMPORARY LINER ON
r�
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El
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-
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4 ® 9 ® ® ® ®
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NFKIMV OED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]$2
AA0002667 E00006691
www.mckirncreed,com
BILL CLARK HOMES
200 EAST ARLINGTON AVE
GREENVILLE, NC 27858
PHONE: [phone]
Exhibit
THE RETREAT PHASE 5
BRUNSWICK COUNTY, NC
OVERALL SITE PLAN
4"X4" POST
HANDRAILS
(TYP,) I EQ.
DECKING BOARDS (TYP.)
2"X6' m
2"X6°
JOISTS
l
r
} GALVANIZED
C185 (Z550)
COATING
DESIGNED FOR
fi HARDWARE
CONNECTIONS
(( 2"X8" JOISTS
iT OV°ERLAP DETAIL
NOT TO SCALE
5' 1
6" L I EQ. I EQ.
6'X6" POST
SITE
r7
BOUNDARY��
GATE609/17
(TYP.)
BOARDWALK DETAIL
MLE PRQJ_ 3253-008
NOT TO SCAM
,VEGETATE ENTIRE
HORIZONTAL:
f SWALE INSTALL
TEMPORARY LINER ON
I BOTTOM AND UP
® I �
MG � €XiStl??
I GRAL��
2.0'
NQTE�
® I, THE SIDESLOPES SHALL BE 5:1.. 4: THE TEMPORARY LINER SHALL BE
PLACED ON THE BOTTOM AND UP THE
2 OVER—EXCAVATE CHANNEL. DEPTH SIDESLOPES TO THE SPECIFIED FLOW
0,5' TO ALLOW FOR SOIL BULKING DEPTH; MULCH ACCORDING TO
® (0 *Y.NG SEEDBED PREP) AND SEEDING
j-:DfVEGETATIVE ACCUMULATION.,
j 5.. SCHEDULE ABOVE THAT HEIGHT::
VEGETATE SWALES ACCORDING TO
® SEEDING SCHEDULE IMMEDIATELY THE TEMPORARY LINER SHALL BE A
UPON COMPLETION, 6. SINGLE NET WOVEN EXCELSIOR OR
STRAW MAT SING,
FOLLOW MANUFACTURERS
INSTRUCTIONSWHEN INSTALLING
TEMPORARY LINER.:
VEGETATED SWALE
NOT TO SCALE
d
300' 0 300' 600'
SCALE: 1"=300' (Hortz.)
MdcC FILE NUMBER
GATE609/17
SCALE
MLE PRQJ_ 3253-008
DRANN MAB
HORIZONTAL:
- DRAWNG NUMBER
=300'
DFSIGNED RAM
VERTICAL:
El
CHECKED RAM
PROJ, MGR^ RAM
NA
REVISION
TATUS: FINAL
DESIGN

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243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
AA0002667 EB0006691
www.mckimcreed.com
z
BILL CLARK HOMES
200 EAST ARLINGTON AVE
GREENVILLE, NC 27858
PHONE: [phone]
SURVEYORS NOTES.
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DN
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PER xEVA FLOOD 1,3 S RANCE IRA. 'C MAP P7,;?010&500J
twV11 JUNE 2ND, ZaX?61
10,. COUNTY PARCEL 10: 24300014
11, TOTAL SITE AREA: 92_.08 ACRES. UPLAND AREA,, 66:.46
ACRES. WETLAND ARE: 25.:62 ACRES
12. MAP & DEED REFERENCES PER THE BRUNSWICK COUNTY
REGISTRY
13, THERE DOES NOT APPEAR TO BE ANY RECORDED RIGHT OF
WAY OR EASEMENT SPECIFICALLY PROVIDING ACCESS TO THE
SURVEYED TRACT.
14, TREES SHOWN WERE LOCATED FROM THE MOWED AREAS
PROVIDED FOR MAKING THE TOPOGRAPHIC SURVEY.
1
SITE
BOUNDARY
(TYP.)
300' 0 300' 600'
S(;AI F: 1"=300' (Horiz.)
Exhibit
THE RETREAT PHASE 5
BRUNSWICK COUNTY, NC
EXISTING CONDITIONS I
LEGEND
cc
= CONTROL CORNER
RWO A
= RIGHT OF WAY DISC
IPF •
= IRON PIPE FOUND
RF •
IRON ROD FOUND
IRS •
=IRON ROD SET
N&C O
NAIL AND CAP
t
PROPERTY LINE
CNSX X
- CHISLED X
o
- CALCULATED POINT
DE
ELECTRIC BOX
LP 0
LIGHT POLE
PF101
= POWER POLE
#95869
- PPAP NUMBER
(--=
GUY WARE
SSW*
= SANITARY SEWER MANHOLE
= YARD INLET
@I
= DROP NLET
= TELEPHONE MANHOLE
R/W
RIGHT OF WAY
D3
= DEED BOOK
PG
PAGE
N/F
= NOW/FORMERLY
-= IRRIGATION VALVE
t7
CUM/SIZE
wQ
OAK/SIZE
PINE/SIZE
v MAPLE/SIZE
J(-
= CHAIN LINK FENCE
UNDERGROUND SANITARY ENE
o .,,.,..- -•..-- -.---
- LINES NOT SURVEYED
-...,-----.
= OVERHEAD ELECTRIC
= CENTERLINE OF CREEK
= CONCRETE,
= ASPHALT PAVEMENT
STATUS: FINAL DESIGN REVISION
M&C FILE 11.1111 -
SCALE
HORIZONTAL:
DRAWING NUMBER
1 "=300`
VERTICAL:
E2
NA
STATUS: FINAL DESIGN REVISION

I
............................
29
-30
19
2c4
348 347
IMPACT NOTES:
1. WETLAND 1W IMPACTS: 2,901 SF / 0.07 AC
2. WETLAND 2W IMPACTS: 3,904 SF 10.09 AC
3. WETLAND 3W IMPACTS: 945 SF 10.02 AC
ROAD D
_w
PERMANENT IMPACT TO ` \
` WETLANDS AREA "1W"
(2) 60LF 18" EQUALIZER
BOARDWALK /(TYP.) F F F PIPES INV: 25.82
7 � F � � F (SEE SECTION DETAIL
(SEE DETAIL E1)
THIS SHEET) F
F ROW ROAD ROW
ELEV: CENTERLINE ELEV:
ELEV:27.59 PERMANENT IMPACT TO
27.65 2%—
E
z
(2) 60 LF 18"
EQUALIZER PIPES
w INV: 25.82
WETLANDS AREA "2W"
PERMANENT IMPACT TO �
CROWN F\
WETLANDS AREA "3W" _; 1
� ..... _ 13 .w.. _m. 10'LANE-°�-�--10` LANE 6� _ . \l���t� t� etrt���r � � \
2 2 5' SIDEWALK4s,
C *�
F SEAL �. Z
f02550
50' Row 50' 0 50` 100'
ROAD D SECTION 50' R/W (PUBLIC) ~��� ` >#4
NOT TO SCALE SCALE: I"=50' (Horiz.)
t1FFiiit314i'3i144
v
44 'CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
AA0002667 EB0006691
www-mckimcreed.com
BILL CLARK HOMES
200 EAST ARLINGTON AVE
GREENVILLE, NC 27858
PHONE: 252,355.5805
Exhibit
THE RETREAT PHASE 5
BRUNSWICK COUNTY, NC
ROAD D STREAM & WETLANDS IMPACTS
o. SCALE
MZ FILE NUMBER
HORIZONTAL:
BRAMNC NUMBER
1"=50'
VERTICAL:
E3
NA
tTus: FINAL DESIGN

I 72 LF OF 42"
RCP PIPE
O/ C�ROWN
0
VAIRI€
-- — 13` 10'LANE —90' LANE--�+—-2' - VARY
Q 2' 2 5' SIDEWALK
3
w 50' ROW
cv 72 LF OF 42" RCP PIPE (SEE SHEET CU 408 FOR PROFILE INFO)
ROAD E SECTION 50' R/W (PUBLIC)
NOT TO SCALE
v
243 North Front Street
Wilmington, North Carolina 2.8401
Phone: [phone] , Fax: [phone]
AA0002667 E80006691
www.mckimcreed.com
(SEE DETAIL
THIS SHEET)
J
Q
0
Q
W
N
BILL CLARK HOMES
200 EAST ARLINGTON AVE
GREENVILLE, NC 27858
PHONE: [phone]
µ
SEAL""`
025503
t 5 0 50' 100'
IE IN IS IS 0
A. �`SCALE: 1"=50' (Horiz.)
rrrr,t,rs►tr+i,+i+'
Exhibit
THE RETREAT PHASE 5
BRUNSWICK COUNTY, NC
ROAD E STREAM & WETLANDS IMPACTS
SCALE
HORIZONTAL:
M&C FILE NUMBER
322
1 "=50'
30 323`
E4
NA
324
T
TEMPORARYIMPA TO
20
JURISDICTIONAL D ITCH
0.016 ACRES
— d
2E
A. 42"
HEADWALL _
BOTTOM
WALL: 22.90
t : TOP
WALL: 28.20
�{�
I`
it
;;� ileill;#rr
t A „Err�r�a
SEAL""`
025503
t 5 0 50' 100'
IE IN IS IS 0
A. �`SCALE: 1"=50' (Horiz.)
rrrr,t,rs►tr+i,+i+'
Exhibit
THE RETREAT PHASE 5
BRUNSWICK COUNTY, NC
ROAD E STREAM & WETLANDS IMPACTS
SCALE
HORIZONTAL:
M&C FILE NUMBER
DRAWNG NUMBER
1 "=50'
VERTICAL:
E4
NA
";1ArUS: FINAL DESIGN RE11810N

216
277
T 1%
w&A L XXI WA
y, �•_ —�
36" RCP PIPE 1 36" RCP PIPE u
INV: 29.50 INV: 29.30
TOP PIPE: 32.50 r TOP PIPE: 32.30
89 LF OF 36"
RCP PIPE
(SEE DETAIL
— —r
I � THIS SHEET)
ROW ROAD ROW
ELEV. CENTERLINE ELEV:
34,80 r— 2% ELEV 34 74 — 2% 34.80
—_
13 a — 10 LANE —10' LANE- _ � _._6
._ a SIDEWALK
max._ .......
?89 LF OF 36" RCP PIPE (SEE SHEET CU 401 FOR PROFILE INFO)'
� Ir,z�,: Nv 9L ��� __ SEAL
02560-3z
' 50' 0 5a' oo'
50' ROW
ROAD A SECTION 50' RNV (PUBLIC).
f>t++tlttEEs}Et1iti4
NOT TO SCALE SCALE: 1"=50' (Horiz.)
243 North front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fa)c (910)2.51-8282
AA0002667 EB0006691
www.mckimcreed, com
BILL CLARK HOMES
200 EAST ARLINGTON AVE
GREENVILLE, NC 27858
PHONE: [phone]
SCALE
HORIZONTAL:
M&C nEE NUMBER
TEMPORARY IMPACT TO
JURISDICTIONAL DITCH
1"=50'
0.0172 ACRES
VERTICAL:
T 1%
w&A L XXI WA
y, �•_ —�
36" RCP PIPE 1 36" RCP PIPE u
INV: 29.50 INV: 29.30
TOP PIPE: 32.50 r TOP PIPE: 32.30
89 LF OF 36"
RCP PIPE
(SEE DETAIL
— —r
I � THIS SHEET)
ROW ROAD ROW
ELEV. CENTERLINE ELEV:
34,80 r— 2% ELEV 34 74 — 2% 34.80
—_
13 a — 10 LANE —10' LANE- _ � _._6
._ a SIDEWALK
max._ .......
?89 LF OF 36" RCP PIPE (SEE SHEET CU 401 FOR PROFILE INFO)'
� Ir,z�,: Nv 9L ��� __ SEAL
02560-3z
' 50' 0 5a' oo'
50' ROW
ROAD A SECTION 50' RNV (PUBLIC).
f>t++tlttEEs}Et1iti4
NOT TO SCALE SCALE: 1"=50' (Horiz.)
243 North front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fa)c (910)2.51-8282
AA0002667 EB0006691
www.mckimcreed, com
BILL CLARK HOMES
200 EAST ARLINGTON AVE
GREENVILLE, NC 27858
PHONE: [phone]
SCALE
HORIZONTAL:
M&C nEE NUMBER
DRABING NUMBER
1"=50'
VERTICAL:
E5
NA
1ATUS: FINAL DESIGN REVISION

CERTIFICATE OF ACCURACY &MAPPING
I, HOWARD E. HOADLEY, CERTIFY THAT THIS SURVEY WAS DRAWN UNDER MY SUPERVISION FROM
FROM AN ACTUAL SURVEY OF A WETLANDS DELINEATION BY LAND MANAGEMENT GROUP, INC.; THAT
THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION AS
LABELED; AND THAT THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH THE STANDARDS OF
PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA CHILE 21, CH. 56, SEC. 1600). WITNESS MY
�U ,.--'' ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SE fjL THIS 19TH DAY OF JANUARY, 2017.
THE RETREAT AT 4 jj +
OCEAN ISLE BEACH -
Si TE r
(,SUBDIVISION
N .��251 � W HOWARD E. HOALEY - PROFESSIONAL L D SURVEYOR L-3937)
PIP
SHEET 2L;AF?d 141
,-�
y � awe
i �Ji Y r ' i i7 't ai E+tit 1i i4
_ON w" i. !h -%,- "'r' �W c
r
LINETYPE LEGEND:
SURVEYED LINES (BOUNDARY)
LINES NOT SURVEYED (ADJOINERS)
---- ---- RIGHT-OF-WAY
_.._.._.._.._.._. _. WETLAND UNE
BREAK LINE
SYMBOL LEGEND: ABBREVIATIONS:
O EI* EXISTING IRON *PIPE / *ROD EIP EXISTING IRON PIPE
• REBAR SET OR AXLE (AS NOTED) EIR EXISTING IRON ROD
All WETLAND FLAG & NUMBER RBS REBAR SET
GRAPHIC SCALE
S'
ss*
* SHEET 3- -
w TOTAL92 08TRACT
ACR SIZE
S 83'52`41" W S 83'59'32" W— —
9-96.91'__.
T
►ttitli
WETLANDS DELINEATION CERTIFICATE
REVISED 7-20-2017
THIS CERTIFIES THAT THIS PLAT ACCURATELY DEPICTS THE BOUNDARY OF THE JURISDICTION OF
SECTION 404 OF THE CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THIS
DETERMINATION MAY BE RELIED UPON FOR A PERIOD OF FIVE YEARS FROM THIS DATE. THIS
DETERMINATION WAS MADE UTILIZING THE APPROPRIATE REGIONAL SUPPLEMENT TO THE 1987
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL.
�6ur
OF EERS OFFICIAL
DATE:
r• °`�..
EXPIRATION DAIS OF DELINEATION:
TITLE:CL.
*�
USACE AC71ON ID._�SA u Lo
GENERAL NOTES
x 1. THIS IS NOT A BOUNDARY SURVEY. THIS IS A WETLAND DELINEATION. WETLANDS SHOWN HEREON
N SHEET 5 UESTAN ARD GROUND TRAVERSE, ANDEN AU�B AST SURVEY, PLLC
SURVEY GRADE PS RECEIVER.
SING
2. BEARINGS FOR THIS MAP ARE REFERENCED TO N.C. GRID NORTH NAD 83 (2011).
zz SCALE FACTOR = 1.00014572.
3. ALL DISTANCES ARE HORIZONTAL GRID DISTANCES UNLESS OTHERWISE NOTED.
I S 84'48'41" W 4. UNITS ARE U.S. SURVEY FEET UNLESS OTHERWISE NOTED.
.577 911 RBS 5. AREA BY COORDINATE GEOMETRY.
6. NO GRID MONUMENTS FOUND WITHIN 2000' OF SITE.
H 7 THIS
SURVE SUBJECTOTO ANY FACTSMAP
AND EASEMENTSOWHI HBENEFIT
MAY BE DISCLOSED REPORT.
BY A FULLTHIS
AND
ACCURATE TITLE SEARCH,
µ 8. FLOOD NOTE: AS DETERMINED BY GRAPHIC PLOTTING, THIS PROPERTY APPEARS TO BE LOCATED
IN A AREA DETERMINED TO BE OUTSIDE THE 0.29 ANNUAL CHANCE FLOODPLAIN PER FEMA
FLOOD INSURANCE RATE MAP #3720106500J, EFFECTIVE DATE JUNE 2ND, 2006.
500 250 500 1000-_ - 9. COUNTY PARCEL ID: 24300014.
I;EiCit:DRIVE S 4 • 1 •C= II 1791904 10. TOTAL SITE AREA: 92.08 ACRES, UPLAND AREA: 66.46 ACRES. WETLAND AREA: 25.62 ACRES
60' YU1<1C'
11. MAP & DEED REFERENCES PER THE BRUNSWICK COUNTY REGISTRY.
12, THERE DOES NOT APPEAR TO BE ANY RECORDED RIGHT OF WAY OR EASEMENT SPECIFICALLY
PROVIDING ACCESS TO THE SURVEYED TRACT.
( IN FEET )
1 innh = 500 4t.
ffli�
r
I