20170873 Ver 2_401 Application_20170517

ENGINEERS • SURVEYORS • PLANNERS
TO: Ms. Karen Higgins
NCDWQ - 401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
WE ARE SENDING YOU:
'AID
41) --
LETTER
OF TRANSMITTAL
DATE: May 14, 2018
REF: Wylie Branch Subdivision
General Certification No. 4139
(401 Wetlands Permit - NCDWR)
Five (5) copies of the following: Wetlands Pre -Construction Notification Form, Wetlands Impact Narrative,
Mitigation Bank -Credit Reserve Letter, USGS Vicinity s (Sheets 1-8 of 8);
and One (1) Check #38419 in amount of $240.00 for the e w
DELIVERY VIA: I --j MAY 17 2018
❑x
Regular Mail
❑
Har1401 8 BUFFER PERMITTI�
Federal Express
❑
UPS Overnight
❑
UPS Ground ❑
Other
THESE ARE TRANSMITTED AS CHECKED BELOW:
Z For Approval ❑ As Requested ❑ For Review and Comment
❑ For Your Use ❑ For Bids Due
❑ Other
COMMENTS:
Karen, we are submitting this wetlands impact as required by General Certification No. 4139 in regards to
Nationwide Permit No. 29 for Wylie Branch Subdivision.
Jonathan L. McDaniel, P.E.
Vice President
Copies To: Emily Greer - USACE (email LOT only)
Anthony Sydes - Island Creek Developers (LOT only)
JLM/jhs CF (P), LAM
(if enclosures are not as noted, kindly notify us at once)
Secretary. C3.]I W�4e s.I�I�uet'acksonville, NC 28541-0976 1 [phone] 1 Fax [phone]
Firm License Number F-0108 I www.parkerengineeringandsurveying.com

OF W A TF9
y
OT
t 1 >r-,
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN 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:
❑X Section 404 Permit ❑ Section 10 Permit
1b.
Specify Nationwide Permit (NWP) number: NW 29 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑X No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
Z 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 ❑X No
For the record only for Corps Permit:
❑ Yes ❑X 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.
❑X Yes ❑ No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
Z Yes ❑ No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
Wylie Branch
2b.
County:
Pender
2c.
Nearest municipality / town:
Hampstead
2d. Subdivision name:
Wylie Branch
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Island Creek Developers, LLC
3b.
Deed Book and Page No.
4634 P. 1563
3c.
Responsible Party (for LLC if
applicable):
Anthony Sydes
3d.
Street address:
P.O. Box 7122
3e.
City, state, zip:
Jacksonville, NC 28540
3f.
Telephone no.:
910-455-6956
3g.
Fax no.:
910-455-6325
3h.
Email address:
[e-mail]
Page 1 of 10
PCN Form — Version 1.4 January 2009

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:
S. Agent/Consultant Information (if applicable)
5a. Name:
Jonathan L. McDaniel
5b. Business name
(if applicable):
Parker and Associates, Inc.
5c. Street address:
306 New Bridge Street
5d. City, state, zip:
Jacksonville, NC 28540
5e. Telephone no.:
910-455-2414
5f. Fax no.:
910-455-3441
5g. Email address:
[e-mail]
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
3263-73-0614-0000
1 b.
Site coordinates (in decimal degrees):
ILatitude: 34.3765 Longitude: -77.7828
1 c.
Property size:
231.27 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Harrison Creek
2b. Water Quality Classification of nearest receiving water:
C; SW
2c.
River basin:
Cape Fear
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:
Existing site conditions are underdeveloped wooded property/ located adjacent to developed neighborhood.
3b.
List the total estimated acreage of all existing wetlands on the property: 23.33
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 2,464
3d. Explain the purpose of the proposed project:
Single Family Home/Residential Subdivision
3e. Describe the overall project in detail, including the type of equipment to be used:
Public streets with roadside ditches / public water / public sewer / typical grading equipment / bulldozers / excavators
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past?
❑X Yes ❑ No ❑ Unknown
Comments:
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
x❑ Preliminary ❑ Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known): Haywood Pittman
Agency/Consultant Company:
Other: Pittman Soil Consulting
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
404 and Isolated Wetlands Maps (1 Sheet each) dated 1/22/18. The estimated acreage of wetlands listed in 3b. is for both 404 and isolated wetlands
in the "Project Limits" as shown on the maps; 1.71 acres of Isolated wetlands, 21.62 acres of 404 Wetlands.
6.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑Yes ❑X No ❑ Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑Yes Q No
6b.
If yes, explain.
Page 3 of 10
PCN Form - Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑X Wetlands Q Streams — tributaries ❑ Buffers Q 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
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 P
Culvert
Headwater Wetland
Yes
Corps
0.09
W2 P
Culvert
Headwater Wetland
Yes
Corps
0.07
W3 P
Fill
Unknown
Yes
Corps
0.03
W4 P
Culvert
Headwater Wetland
Yes
Corps
0.02
W5
Choose one
Choose one
Yes/No
-
W6 -
Choose one
Choose one
Yes/No
-
2g. Total Wetland Impacts:
0.21
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)
S1 P
Culvert
UT to Harrison Creek
INT
Corps
3
40
S2 T
Culvert
UT to Harrison Creek
INT
Corps
3
10
S3
Choose one
-
-
S4 -
Choose one
-
-
S5
Choose one
-
-
S6 -
Choose one
-
-
3h. Total stream and tributary impacts
50
3i. Comments:
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 P
N/A
Fill
Other
0.01
O2 P
N/A
Fill
Other
0.03
03 P
N/A
Fill
Other
0.01
04 P
N/A
Fill
Other
0.03
4f. Total open water impacts
0.08
4g. Comments: Impacts to rpw's
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
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)
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 ou 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
131 -
Yes/No
62 -
Yes/No
B3 -
Yes/No
134 -
Yes/No
135 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
61. Comments:
Page 5 of 10

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.
See Narrative
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
See Narrative
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?
X❑ Yes ❑ No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑X Corps
2c. If yes, which mitigation option will be used for this
project?
Q Mitigation bank
❑Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: NE Cape Fear Mitigation Bank (Holly Shelter)
3b. Credits Purchased (attach receipt and letter)
Type: Stream
Type: Riparian wetland
Type: Non -riparian wetland
Quantity: 40 LF
Quantity: .10 AC
Quantity: .20 AC
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
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
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
Yes No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
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 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes Q No
within one of the NC Riparian Buffer Protection Rules?
1b.
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 imperviousness of this project?
24
2b.
Does this project require a Stormwater Management Plan?
❑x 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 falls under the NCDEQ low density requirements for coast counties. The project does not exceed the allowable 24% impervious area
stormwater runoff is transportated by vegetated conveyances (grass yards and roadside ditches).
2e.
Who will be responsible for the review of the Stormwater Management Plan?
NCDEQ
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
❑ Phase If
❑ 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
MCoastal counties
❑HQW
4a.
Which of the following state -implemented stormwater management programs applyH
ORW
(check all that apply):
Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑X Yes ❑ No
attached?
5. DWQ 401 Unit Stormwater Review
5a,
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1a.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes
❑X 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
[3 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
letter.)
❑ Yes
❑ No
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 21-1.0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑Yes
Q No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
El Yes
Q 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
Q 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.
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.
Sewer for the project will collected with public gravity sewer (Pluris) and will be discharged to the Pluris waste water treatment facility in Hampstead.
Page 9 of 10
PCN Form — Version 1.4 January 2009

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?
USFWS endangered species in Pander County, NC
NC Natural Heritage Program - Heritage Data, Database Search, and Virtual Workroom
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?❑ Yes Q No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA South Atlantic Fishery Management Council Essential Fish Habitat Viewer
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 preservatioTin
status (e.g., National Historic Trust designation or properties significantYes ©No
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NC State Historic Preservation Office GIS Mapping Application
18. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑X Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
All buildings and septic pump equipment to be built above flood stage as required by the building code and Pender County Planning Department.
8c. What source(s) did you use to make the floodplain determination?
FEMA Map Number 3720326300K, Effective Date 2/16/07
Anthony W. Sydes
ApplicanUAgent's Printed NameI Applic Ui
(Agent's signature is
letter from the
Page 10 of 10
// A�I111p
Ks Signature Date
only if an authorization

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NORTHEAST CAPE FEAR UMBRELLA MITIGATION BANK
Agent: Land Management Group, Inc.
3805 Wrightsville Avenue, Suite 15
Wilmington, NC 28403
Credit Reservation Letter
April 26, 2018
Parker & Associates, Inc.
Attn. Jonathan MacDaniel
306 New Bridge Street
Jacksonville, NC 28540
Project: Wylie Branch (Island Creek Road) — Pender County, NC
Dear Jonathan:
The Northeast Cape Fear Umbrella Mitigation Bank (Bank) is providing preliminary acceptance to supply
mitigation credits for impacts to stream, riparian, and non -riparian wetlands associated with the above -
referenced project located off of Island Creek Road (southwest of the intersection of Island Creek Road and
NC Highway 210) in Pender County, North Carolina. Please refer to the table below depicting the type and
quantity of credits requested and reserved for your project.
Mitigation Type Credits Reserved Fee Per Unit Fee
Stream 40 $394.00 $15,760.00
Non -Riparian Wetland* ( 0.2 $51,782.00 $10,356.40
Riparian Wetland* — 0.1------� $71,772.00 — _—(-- $7,177.20
Total � $33,293.60
*Note that the Bank reserves wetland credits in tenth -acre increments
The Bank will reserve the stream and wetland credits identified above through June 30, 2018. Note that
requests to reserve credits beyond this date will require a deposit. Upon request for credit transfer, the
Bank will issue an invoice in the amount of $33,293.60. Upon receipt of payment, the Bank will provide an
executed Transfer of Credit Certificate for the total amount of credits invoiced and paid for. If you have any
questions or need additional information, please contact me by phone at [phone] or by email at
[e-mail].
Sincerely,
Northeast Cape Fear Umbrella Mitigation Bank
Digitally signed by Christian Preziosi
Christian DN: fly
Prczlosl, o=Land
Management Group, Inc., ou,
email=[e-mail], rU5
Preziosi Date' 201 I04.2616J6:59-04'00'
Christian Preziosi
Land Management Group, Inc. (agent)
Northeast Cape Fear Umbrella Mitigation Bank 1
c/o Land Management Group, Inc.
3805 Wrightsville Avenue, Suite 15
Wilmington, NC 28403

Wylie Branch
Wetlands Impact Narrative
Project Description
Wylie Branch is a 238 lot residential subdivision located near Hampstead in Pender County. The
231 Acre Tract is owned by Island Creek Developers, LLC, and is located off of Island Creek Road (SR
1002) approximately % mile west from its intersection with NC Hwy 210. An unnamed tributary
draining to Harrisons Creek (C; SW) Serves as the Northeast most property line. The site is completely
wooded, and the existing topography is mostly in the level to moderate range (2 to 5% slopes). The
upper reach of the unnamed tributary to Harrisons Creek crosses the southern portion of the property.
Wetlands, stream, and open water impacts are proposed at eight locations within the site where
they cross into the proposed development area. The property owner will need to impact areas of
wetlands, open waters (RPWs), and one section of intermittent stream in order to complete the road
infrastructure of this project. The project will include sections of reinforced concrete pipe going
beneath the roads at wetlands crossings to allow the flow of water to continue in its natural path.
Typical grading and excavation equipment will be used to complete the construction of this project.
Avoidance and Minimization
Specific measures have been taken in designing the project in order to avoid impacts and
minimize those proposed. The road alignment for the subdivision has been designed such that it
requires the least amount of wetlands crossings necessary to access the main portion of the property's
uplands. The road alignment has also been designed to cross the wetlands and stream as perpendicular
as possible to minimize the impact area necessary. The layout of the residential lots has been designed
so that all the residential lots are buildable without the need for additional 404 impacts.
Specific construction methods will be incorporated during the project construction in order to
minimize the impacts proposed. Reinforced concrete headwalls will be built on the ends of the drainage
pipes at the stream crossing to reduce the linear feet of stream impact and area of wetlands impact that
would otherwise be required to grade a fill slope from the road to the wetlands and stream elevation.
Construction of the impacts will also be scheduled during periods of dry weather, and erosion control
measures will be constructed to prevent erosion and sedimentation into the wetlands and stream.
Miti!ation
To compensate for the permanent impacts proposed, a lump sum payment will be made by the
owner into the Northeast Cape Fear Umbrella Mitigation Bank. The owner has reserved to purchase
credits (see attached letter) for 40 LF of stream, 0.10 Acres of riparian wetlands, and 0.20 Acres of non -
riparian wetlands for a total of $33,293.60. These credits are proposed at a 1:1 ratio based on the
quality of the wetlands being impacted. The wetlands in this location are at the upper reaches of an
unnamed tributary that drains into Harrisons Creek.
C3.JLM.Narratives. Wetlands. WylieBranchImpacts.5.14.18

Notes:
1. Work to reroute the existing drainage shall be done during periods of dry weather. In the event that a rainfall should occur during
construction, the contractor shall pump around site drainage to a sediment trap or basin to prevent any additional impacts to the stream.
2. Wetland crossings: initial disturbance of these areas shall be limited to only that area minimally needed to allow passage of
construction equipment to prepare for the installation of the crossing and to execute upland construction on the opposing side of the
crossing. Grubbing or land disturbance of the subject area shall not be performed until the culverts, backfill material, erosion and
sediment control materials or devices sufficient to substantially complete the construction and stabilization of the crossing are
staged or stockpiled at the location. Due consideration shall be given to impending inclement weather conditions that may adversely
affect the completion of the crossing in the shortest time practicable.
3. Drainage work shall be completed in the minimum time necessary.
Construction Sequence:
4. No construction of the drainage for the wetland impact shall commence until all materials needed for the impact are staged on site,
and the temporary dams are installed to impede flows.
5. Establish clearing limits per approved plans. Clear and grub impact area as needed. Immediately install the temporary dams upslope
of the headwall. Temporary seed and mulch disturbed area. Do not clear or disturb any unpermitted areas.
6. Install drainage. Fill, compact and finish grade area.
7. Install permanent ground cover (sod) on slopes near the headwall and pipe outlet.
8. Install silt fence at toe of fill slope and as needed to prevent erosion.
9. See the construction plans for additional details.
10. See wetlands permit for additional requirements.
Wetlands Impact #1
ex Stream Impact #1 and #2
dirt road See Sheet 2 of 8
Protect:
0
Wetlands Impact #2
See Sheet 3 of 8
t'.
Wetlands Impact #3
See Sheet 4 of 8
" / I
J' I
I Open Water Impact #2 /
ex. dirt
Open Water Impact #1 road I
See Sheet 6 of 8
L
W •Q•
See Sheet 7 of 8
I
Johnston
I
7M.)61
Avenue \
Helen Simpson
D.B. 2165, Pg. 130
ew Festey
B. 46, Pg. 110
Down Bervard
Open Water Impact #3
See Sheet 8 of 8
.. 3415, Pg. 43
D.B. 4628, Pg. 688
New Hanover .
Robert Teachy
M.B. 46, Pg. 110
I
D.B. 711, Pg. 202
9 µ 8
Ronald Woodfin
D.B. 4620, Pg. 2747
Ronald Woodfin
D.B. 4620, Pg -3770 `
WYLI E BRANCH
Topsail Twp., Pander Co., North Carolina
ex. dirt
road ends
GPS Grid North
NAp '83 (2011)
Williams Susan Co Trustee
of Herring Family Trust
D.B. 1925, Pg. 40
USA Global Resources
M.B. 06, Pg. 52
D.B. 4114, Pg. 181
m ommmEd'
001100111111
1451
Cmc
� "Werl W" 04
Legend:
Ac. - Acre
■ CMF - Concrete Monument Found
O Comp. - Computed Point
D.B.- Deed Book
ex. - Existing
p IPF - Iron Pipe Found
Q ISF - Iron Stake Found
M.B. - Map Book
Pg. - Page
R/W - Right-of-way
SF - Square Feet
X Wetlands Flag
- Wetlands
SITE
A s(�
Ponder 3
County
3
.
ro
c o
Af., m
New Hanover .
3
County
9 µ 8
H-
orrnonI,A'`�y Creek Rood
E,
Ponder
New Hanover
County
County
B1 , -
7e O _ Helen Kaylor
ez:':••'.'.' Simpson
e3
.-Y
•• L. U.S. 2165, Pg. 130
85 66
91 BB `c
92 O B9 Wetlands96
-t':�:•:•: •: -:: •:•: •: •.•.
54 95
101 102 103 ` ``• •�-•••••••••••••••••••••
238 97 100
23 98 O 100 �.••'•'••�•�•'.'. •.'••;.•.
236 /••'•'•' \ \
106 105 r ":•-•••••••••••••• \
23 07 \ \
234 108 ••••;• \
233 110 103 /�•••'•••'•' \
112 \ \ \ \
MM
IU 134 Yiri� V .
04 \p� \ \
140 135••'•••••••• RU1•
139
O O 136 �• ••••••• 1 \ \ \ \
137 \ \ \
IOpen Water Impact #4
See Sheet 8 of 8
I I I I I Wetlands Impact #4
See Sheet 5 of 8
Vicinity Sketch
Not to Scale
\ \ \ \ 1111111111111]
\ . FESSid--, -,
:Q
1 \ Cross Creek = SEAL e
\ \ M.B. 33, Pg. 26 i e 37928
\ \ M.B. 38, Pg. 17 —
4" t88111111111%
Overall 404 Impacts Map - Sheet 1 of 8
Owners:
Island Creek
Developers, LLC
100 Carolina Plantations Boulevard
Jacksonville, North Carolina 28546
Date: 05/14/18
Scale: 1'=600'
Field Book: Wylie Branch, Pg. 1-6
File Name: WB Wetlands Impact.dwg
Disk Name: Acad #2661
Drawn: BLD
Job No.: S161222-6403
GRAPHIC SCALE: 11r=600'
0 300 600 1200 1800
FEET
PARKER & ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
Jacksonville, North Carolina
P.O. Box 976 - 28541-0976 306 New Bridge Street - 28540
Phone [phone] - Fax [phone]
Firm License Number: F-0108

Sta. 9+00
Top 23.87 i /��
CL Inv. 14.50 N33° '27"W
W W W \
W�rI
Wetlands Impact #1 - 0.09 Ac. (Riparian)
Stream Impact #1 - 40 L.F. Permanent
W Stream Impact #2 - 10 L.F. Temporary
W
25
+C% W W Daylight Ditch
W �1 To Ex. Grade
W W 5' Before Setback
W ( MH #9
W W Ii H't er zji m Sta.11+00
Top 23.58
— - AV@� CL Inv. 13.60 20
W \ 200 LF
23.90 8" 55
4' Off EOP
G o
( \ \\ •JO W A' WOJP W
Oii� W
fes\
`9P�, W I./ W �` W W �x W W W \ I
W W \
� � �� `' .4 Jr W W W G� W J. •�
Plan View
Scale: 1"=40'
GRAPHIC SCALE: 1"=40'
0 40 80 120
FEET
Protect:
WYLIE BRANCH
Topsail Twp., Pander Co., North Carolina
Owners:
15
3111,,,,#,
.%P.Iri CAFJO��•
0
FEss/p49��j,�
D
0 UP% L
37928
q�
N L. \0c;
9+00
10+00
Profile View
Scale: Horz. 1"=40'
Vert. 1"=4'
Sewer Not Shown in
Profile or Section
View For Clarity
Wetlands Impact #1 and Stream Impacts - Sheet 2 of 8
25
20
15
25
20
N
Legend:
Ac. - Acres
CL - Centerline
R - Radii
R/W - Right-of-way
RRA - Rip Rap Apron
Typ. - Typical
W W Wetlands
® - Wetlands Impact
— —33-- — - Contour Line
— . • — - Wetlands Line
o
J O
E�
Top of
Headwall
6" Below
Pavement
+ L N
_ W
Finished
Grade
42"
-
_W n9s For
------- ---
Headwall
W W\
••
B
W
\
I
11 W W
W Inv Out
Daylight Ditch
Daylight Ditch
W W
16.70 W ,\.
To Ex. Grade —
To Ex. Grade
I
Inv. Out W
W\ w W
5' Before
5' Before Setback
18 50 W W
I�I
W W 4
\Setback
W \ sl
12" Min.
8" PVC Water
%
OW
Pr
4' Off EOP
G o
( \ \\ •JO W A' WOJP W
Oii� W
fes\
`9P�, W I./ W �` W W �x W W W \ I
W W \
� � �� `' .4 Jr W W W G� W J. •�
Plan View
Scale: 1"=40'
GRAPHIC SCALE: 1"=40'
0 40 80 120
FEET
Protect:
WYLIE BRANCH
Topsail Twp., Pander Co., North Carolina
Owners:
15
3111,,,,#,
.%P.Iri CAFJO��•
0
FEss/p49��j,�
D
0 UP% L
37928
q�
N L. \0c;
9+00
10+00
Profile View
Scale: Horz. 1"=40'
Vert. 1"=4'
Sewer Not Shown in
Profile or Section
View For Clarity
Wetlands Impact #1 and Stream Impacts - Sheet 2 of 8
25
20
15
25
20
N
Legend:
Ac. - Acres
CL - Centerline
R - Radii
R/W - Right-of-way
RRA - Rip Rap Apron
Typ. - Typical
W W Wetlands
® - Wetlands Impact
— —33-- — - Contour Line
— . • — - Wetlands Line
0+00
Section View
Scale: Horz. 1"=40'
Vert. 1"=4'
Island Creek Date: 05/14/18 PARKER Ot ASSOCIATES INC.
Scale: l"=40' 'J
Field Book: Wylie Branch, Pg. 1-6 Consulting Engineers - Land Surveyors - Land Planners
Developers LLC File Name: WB Wetlands Impact.dwg
� Jacksonville, North Carolina
100 Carolina Plantations Boulevard Disk Name: Acad #2661 P.O. Box 976 - 28541-0976 306 New Bridge Street - 28540
Drawn: BLD Phone [phone] - Fax [phone]
Jacksonville, North Carolina 28546 Job No.: 5161222-6403
Firm License Number: F-0108
1+00
25
20
15
o
J O
E�
Top of
Headwall
6" Below
Pavement
+ L N
_ W
Finished
Grade
42"
-
_W n9s For
------- ---
Headwall
Invert
18.50
2-42" RCP
ex
sting stream
40 LF Total
ce
ter ine
66" RCP
12" Burial
Invert
T.70
12" Min.
_
8" DI Water
0+00
Section View
Scale: Horz. 1"=40'
Vert. 1"=4'
Island Creek Date: 05/14/18 PARKER Ot ASSOCIATES INC.
Scale: l"=40' 'J
Field Book: Wylie Branch, Pg. 1-6 Consulting Engineers - Land Surveyors - Land Planners
Developers LLC File Name: WB Wetlands Impact.dwg
� Jacksonville, North Carolina
100 Carolina Plantations Boulevard Disk Name: Acad #2661 P.O. Box 976 - 28541-0976 306 New Bridge Street - 28540
Drawn: BLD Phone [phone] - Fax [phone]
Jacksonville, North Carolina 28546 Job No.: 5161222-6403
Firm License Number: F-0108
1+00
25
20
15

GPS Grid North
NAD '83,(2011)
Begin Ditch
4 21.00
Habersham Ave_ 1
o _ �—
199 L.F. 1
s° ss
N06°27' 14"W
Positive
Sheet Flow ('� I �+ Inv. Outl VP #11 •
Draina a RRA - 20'70 Sta. 15+00
i
Top 23.69 8" PVC Water
Y W W W W W\
CL Inv. 11.80 4' Off EOP
-, Top 23.53 , \:.�� .� � .� W � • f \ "-- -- � 1
�' CL Inv. 12.70
167 � + 66 w �\ 1
\ W
Plan View
Scale: 1"=40'
Legend:
Ac. - Acres
CL - Centerline
R - Radii
R/W - Right-of-way
RRA - Rip Rap Apron
Typ. - Typical
Wetlands
® - Wetlands Impact
— -23-- — - Contour Line
— • • — - Wetlands Line
25
20
15
v
I
Wetlands
Line (Typ.)
d
N ap n7
i CD y
X500.,
ad0
Q1zQ
.N• W W
W �, '
\.\
Daylight Ditches
f 11
\ W
W W W 1
To Ex. Grade
N
Inv. In
Wetlands Impact #2
Begin Ditch
Positive
Sheet Flow
\ 21.00'
----`
y y \ 1
0.07 Ac. (Non -Riparian)
21.
Drainage
-A. W
Begin Ditch
4 21.00
Habersham Ave_ 1
o _ �—
199 L.F. 1
s° ss
N06°27' 14"W
Positive
Sheet Flow ('� I �+ Inv. Outl VP #11 •
Draina a RRA - 20'70 Sta. 15+00
i
Top 23.69 8" PVC Water
Y W W W W W\
CL Inv. 11.80 4' Off EOP
-, Top 23.53 , \:.�� .� � .� W � • f \ "-- -- � 1
�' CL Inv. 12.70
167 � + 66 w �\ 1
\ W
Plan View
Scale: 1"=40'
Legend:
Ac. - Acres
CL - Centerline
R - Radii
R/W - Right-of-way
RRA - Rip Rap Apron
Typ. - Typical
Wetlands
® - Wetlands Impact
— -23-- — - Contour Line
— • • — - Wetlands Line
25
20
15
13+00
Sewer Not Shown in
Profile View For Clarity%%�� sCAq®,��',
` :'SOP
SEAL q
�. 37928 0 ; .` S/rN/► $�
":�Z,�'•.F,y�1 NESP: '
►,.L..
Wetlands Impact 42 - Sheet 3 of 8
25
20
15
14+00 15+00
Profile View
Scale: Harz. 1"=40'
Vert. 1"=4'
GRAPHIC SCALE: 1"=40'
0 40 80 120
FEET
pro;�t: Owners: Date: 05/14/18 PARKER &ASSOCIATES INC.
Island Creek Scale: 1"=40'
WYLI E B RANCHField Book: Wylie Branch, Pg. 1-6 Consulting Engineers - Land Surveyors - Land Planners
Developers, LLC File Name: WB Wetlands Impact.dwg Jacksonville, North Carolina
Topsail Twp., Pender Co., North Carolina 100 Carolina Plantations Boulevard Disk Name: Acad #2661 P.O. Box 976 - 28541-0976 306 New Bridge Street - 28540
Drawn: BLD Phone [phone] - Fax [phone]
Jacksonville, North Carolina 28546 Job No.: S161222-6403
Firm License Number: F-0108
v
L6
d
N ap n7
i CD y
X500.,
ad0
Q1zQ
O
0.41
O
i
N
13+00
Sewer Not Shown in
Profile View For Clarity%%�� sCAq®,��',
` :'SOP
SEAL q
�. 37928 0 ; .` S/rN/► $�
":�Z,�'•.F,y�1 NESP: '
►,.L..
Wetlands Impact 42 - Sheet 3 of 8
25
20
15
14+00 15+00
Profile View
Scale: Harz. 1"=40'
Vert. 1"=4'
GRAPHIC SCALE: 1"=40'
0 40 80 120
FEET
pro;�t: Owners: Date: 05/14/18 PARKER &ASSOCIATES INC.
Island Creek Scale: 1"=40'
WYLI E B RANCHField Book: Wylie Branch, Pg. 1-6 Consulting Engineers - Land Surveyors - Land Planners
Developers, LLC File Name: WB Wetlands Impact.dwg Jacksonville, North Carolina
Topsail Twp., Pender Co., North Carolina 100 Carolina Plantations Boulevard Disk Name: Acad #2661 P.O. Box 976 - 28541-0976 306 New Bridge Street - 28540
Drawn: BLD Phone [phone] - Fax [phone]
Jacksonville, North Carolina 28546 Job No.: S161222-6403
Firm License Number: F-0108

0
co
m
GPS Grid North
NAD '83, (2011)
15' Permanent Draina e
6 Utility Easement
7
\ \ MH #18 Inv. In C
5ta. 28+50 18.00' \
Top 22.03
249 L.F.
CL Inv. 5.70 .
8 55 \
0—
!. /'
/
17.70.
Use 45° Bends To S I -
Offset Water
Outside of
Drainage Pipes
15' Perrrpnent Drainage
& UtilityLEasement
I
Legend:
Ac. - Acres
CL - Centerline
R - Radii
R/W - Right-of-way
RRA - Rip Rap Apron
Typ. - Typical
30 Wetlands
/ 230 L.F.
® Wetlands Impact
Isolated
Wetlands — --23— — -Contour Line
�)
� — • • — -Wetlands Line
a
Wetlands Impact #3
0.03 Ac. (Non -Riparian)
Plan View
Scale: V=40'
Wetlands Impact 43 - Sheet 4 of 8
`%"III IIt#,,00
JVk
�OPoF 'SSip,Cy.���.9
SEAL
37928 -5
IN
pP%
GRAPHIC SCALE: I"=40'
0 40 80 120
FEET
project; Owners: Date: 05/14/18
Island Creek Scale: 1"=40' PARKER &ASSOCIATES, INC.
WYL I E B RANCHField Book: Wylie Branch, Pg. 1-6 Consulting Engineers - Land Surveyors - Land Planners
Developers, LLC File Name: WB Wetlands Impact.dwg Jacksonville, North Carolina
Topsail Twp., Pender Co., North Carolina 100 Carolina Plantations Boulevard Disk Name: Aced 92661 P.O. Box 976 - 28541-0976 306 New Bridge Street - 28540
Drawn: BLD Phone [phone] - Fax [phone]
Jacksonville, North Carolina 28546 Job No.: 5161222-6403
Firm License Number: F-0108

Protect:
RI, tk CAg0',,,
a OQ F
'SSOA �y,
SEAL ? �'
37928INS
cv; 5 ►y ��'
qN L.
'0r.1811111t,11
WYLI E BRANCH
Topsail Twp., Pender Co., North Carolina
CL Inv. 7.70
1 �
I,. t0 \ � I Sewer Not Shown in
1�I ` \ _. Profile View For Clarity I
Plan View
Scale: 1"=40'
Owners:
Island Creek
Developers, LLC
100 Carolina Plantations Boulevard
Jacksonville, North Carolina 28546
GPS Grid North
NAD '83, (2011)
Wetlands Impact #4 - Sheet 5 of 8
Date: 05/14/18
Scale: 1"=40'
Field Book: Wylie Branch, Pg. 1-6
File Name: WB Wetlands Impact.dwg
Disk Name: Acad #2661
Drawn: BLD
Job No.: 5161222-6403
Legend:
8
LO
+�
o 0
G _
Ac. - Acres
y V O to
fM
ii to
55QY
00 d '"
CL - Centerline
r .
R - Radii
/
R/W - Right-of-way
a
N
N L
X <
"�
j
RRA - Rip Rap Apron
H
/ -
Typ. - Typical
Wetlands
/ h
MH #59
142 � 2+40
,�
- Wetlands Impact
_ Sta.
Top 13.81
Contour Line
CL Inv. 7.26
— -Wetlands Line
-"
\�
15
Wetlands Impact #4 -'
e�
r
N
0.02 Ac. (Non -Riparian)
/ �~
_ Open Water Impact #4
_
/ 134
See Sheet 8 of 8
PW
99 L.F.
\
\ m
8"SS �r
10
\ Inv. In
10.30'
1
1\
' y..
Inv. Out
..
Y41
v 10.10' r v
+ r
J
Il
Use 45° Bends To
Offset Water l 4
05
Outside of I ` a
Drainage Pipes
y
y
I
Wetlands \
W
y--
\
MH #58 Line (Typ.)
6" PVC Water _ _ —
Sta. 1+40 \ \
w y
4' Off EOP \
Top 13.79 — - ✓" -- \
W +
Protect:
RI, tk CAg0',,,
a OQ F
'SSOA �y,
SEAL ? �'
37928INS
cv; 5 ►y ��'
qN L.
'0r.1811111t,11
WYLI E BRANCH
Topsail Twp., Pender Co., North Carolina
CL Inv. 7.70
1 �
I,. t0 \ � I Sewer Not Shown in
1�I ` \ _. Profile View For Clarity I
Plan View
Scale: 1"=40'
Owners:
Island Creek
Developers, LLC
100 Carolina Plantations Boulevard
Jacksonville, North Carolina 28546
GPS Grid North
NAD '83, (2011)
Wetlands Impact #4 - Sheet 5 of 8
Date: 05/14/18
Scale: 1"=40'
Field Book: Wylie Branch, Pg. 1-6
File Name: WB Wetlands Impact.dwg
Disk Name: Acad #2661
Drawn: BLD
Job No.: 5161222-6403
1+00 2+00
Profile View
Scale: Harz. 1"=40'
Vert. 1"=4'
GRAPHIC SCALE: 1"=40'
15
10
05
0 40 80 120
FEET
PARKER & ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
Jacksonville, North Carolina
P.O. Box 976 - 28541-0976 306 New Bridge Street - 28540
Phone [phone] - Fax [phone]
Firm License Number: F-0108
19
8
LO
+�
o 0
G _
O
t_>
y V O to
fM
ii to
55QY
00 d '"
r .
a
N
N L
X <
"�
j
=
M C
`aCM
H
1+00 2+00
Profile View
Scale: Harz. 1"=40'
Vert. 1"=4'
GRAPHIC SCALE: 1"=40'
15
10
05
0 40 80 120
FEET
PARKER & ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
Jacksonville, North Carolina
P.O. Box 976 - 28541-0976 306 New Bridge Street - 28540
Phone [phone] - Fax [phone]
Firm License Number: F-0108
19

ON
E5 6rid Norfh
NAp '83 2011)
O
O
sz/
v
0 a
HaberS"
a
nt ,q ve,
178 177
2i176
175
174
Existing Ditch
Open Space
So O
y \X6 °e„ Wetlands Impact #1
See Sheet 2 of 8
W W y W•. \
OW �.. W W `� W W •.
Open Space
Common Area #1
Legend:
Ac. - Acres
CL - Centerline
R - Radii
RIW - Right-of-way
RRA - Rip Rap Apron
Typ. - Typical
- Wetlands
®- Wetlands Impact
— —23— — - Contour Line
— . . — - Wetlands Line
\W W W W J•\ \
\ W W W W W \
\ W W W W J\ \
\ W W •1• W J• • \ —
171 170
173 172 RPW
J W W W W W
// / \ W W •V W W W
Existing / I
Ditch y W y W W
/ W W W W W W W W J• W
Open Water Impact #1 J
/ J J RPW To Be Filled at Back of Lots 171 & 170
Wetlands Common Area#7 / / W �/' • 204Long x 1.5' Wide
Line (Typ.) / Ilk= 0.01 Ac. Impact
W,'
50' Vegetated Setback
v . / � �\rw /� \ � W' �' [• • � ... �Q• .. \ . / �y� J (��;0/ / / W W W i✓/._Q�'l� ,`111 t 111 I 1 I I 1 j,,,
/ / ♦ �•. /' / / n��� ,Qll/ /4• v W W W XX
` l.
/ .' W J• W W W W W •�- W. W W -' V (�O W W W W �� `i SS /
SEAL
37928 : ; 5/1 y JI
Reserved of
By W LWQtITds ��2'9•••�'171NEF'P•1�:
B Owner / (yP) i,�i4 ••..... •• CQ 1.
y y W / � /// � L• 'k 1\\
� ! W W W W I /� ///11111111111
Open Water Impact 41 - Sheet 6 of 8
GRAPHIC SCALE: 1"=100'
0 50 100 200 300
FEET
Project: Owners: Date: 05/14/18
Island Creek Scale: 1"=100' PARKER & ASSOCIATES, INC.
WYLIE B RANCHField Book: Wylie Branch, Pg. 1-6 Consulting Engineers - Land Surveyors - Land Planners
Developers, LLC File Name: WB Wetlands lmpact.dwg Jacksonville, North Carolina
Topsail Twp., Pender Co., North Carolina 100 Carolina Plantations Boulevard Disk Name: Acad #2661 P.O. Box 976 - 28541-0976 306 New Bridge Street - 28540
Drawn: BLD Phone [phone] - Fax [phone]
Jacksonville, North Carolina 28546 Job No.: 5161222-6403
Firm License Number: F-0108

t
W W\ Wetlands Impact #2
See Sheet 3 of 8
W W I
Wetlands
Line (Typ.) I 166 PtS
W W I
Y J
RPW
.../J J 165
V
6 5 Grid Nor,h
NAO '83 (2011)
Wetlands
Line (Typ.)
Open Space W
16 Common Area #2 / v
17
W W W I Open Water Impact #2
W W W J• 41, L \ 164 RPW To Be Filled
J• W I J• W W :Y.� 772' Long x 1.5' Wide
so = 0.03 Ac. Impact
! W i• J• W W .. \ l
IW W \ J• � W W W W• P
J C1•\ W W W •S \j
' \ W W W W W
W W J• W J- J/
Reserved
By Owner 60�� W
W W W
r!• \ W W W W
• W\ W W W W
P�%A CA's ohpl ohpl —�— oh'pl iahpl
i
9
Z R01
Q l
SEAL
37928
=?9j .... Qt.
g1,L1 t 1µ��.
Project:
ter.
161
-V Wetlands
Line (Typ.)
ohpl ohpl
0
21 22
20
Whitaker 23
Court
P
W.O. Johnston Avenue
RPk,\
158
157
Open Water Impact #2 - Sheet 7 of 8
Owners:
Date: 05/14/18
Island Creek
WY L I E BRANCH scale: -100'
Developers, LLC Field Book: Wylie Branch, P
Devel
File Name: WB Wetlands Impact.act.dw$
Topsail Twp., Pender Co., North Carolina Disk Name: Acad 42661
100 Carolina Plantations Boulevard Drawn: BLD
Jacksonville, North Carolina 28546 Job No.: S161222-6403
ohpl
Legend:
Ac. - Acres
CL - Centerline
R - Radii
R/W - Right-of-way
RRA - Rip Rap Apron
Typ. - Typical
W W Wetlands
®- Wetlands Impact
— —23— —
-Contour Line
— — - Wetlands Line
25
I 26
I 27 I 28 I 29
Habersham Ave.
155 \
154 3
115
5 W
W
WW
etlands
Line (Typ.)
&I
ohpl
ohpl ohpl ohpl �hpk -
GRAPHIC SCALE: V=100'
0 50 100 200 300
FEET
PARKER & ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
Jacksonville, North Carolina
P.O. Box 976 - 28541-0976 306 New Bridge Street - 28540
Phone [phone] - Fax [phone]
Firm License Number: F-0108
lil

ohpl
148
6PS Grid North
NAD •83 (20]1)
147 pt
1` 204
Ronald Woodfin
D.B. 4620, Pg. 2770 3
CL
CC
Open Water Impact #3
RPW To Be Filled
221' Long x 1.5' Wide
= 0.01 Ac. Impact
1
\i
,,,1111111/1"It
AN CAiqzz
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i
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-
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37928
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'''1111111.1111\1�\
Wetlands Impact #4
See Sheet 5 of 8
/ 134
RPW
•' W W W •i
135 �•..'�" .
L W
W I
Wetlands
Line (Typ.)
i
206
205
Open Water Impact #4
RPW To Be Filled
730' Long x 1.5' Wide
= 0.03 Ac. Impact
208
Legend:
Ac.- Acres
CL - Centerline
R - Radii
R/W - Right-of-way
RRA - Rip Rap Apron
Typ. - Typical
y Wetlands
®- Wetlands Impact
— --23— — - Contour Line
— . . — - Wetlands Line
210
209
127
128
129
Wetlands
� Line (TYPO
y .
RPSW \ W tel• ` W W
•/•• Y W W\W W S W W W
• W W W\ W W J• W
\ •L W \+1• W W W �
W W W W W J•
• W W W W W �
•\W W W W W
W W W W
GRAPHIC SCALE: 1"=100'
0 50 100 200 300
Open Water Impacts 43 and #4 - Sheet 8 of 8 FEET
project: Owners: Date: 05/14/18
Island Creek Scale: I"=100' PARKER &ASSOCIATES, INC.
WYLIE B RANCHField Book: Wylie Branch, Pg. 1-6 Consulting Engineers - Land Surveyors - Land Planners
Developers, LLC File Name: WB Wetlands Impact.dwg Jacksonville, North Carolina
Topsail Twp., Pander Co., North Carolina 100 Carolina Plantations Boulevard Disk Name: Acad 42661 P.O.Box 976 - 28541-0976 306 New Bridge Street - 28540
Drawn: BLD Phone [phone] - Fax [phone]
Jacksonville, North Carolina 28546 Job No.: 5161222-6403
Firm License Number: F-0108