20160681 Ver 2_Approval Letter_20170531

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k NV f RCNVE`;fA L QUAL iPY
May 31, 2017
Pender 1164, LLC
Attn: Raiford G. Traski III, Member Manager
1202 Eastwood Road
Wilmington, NC 28403
ROY COOPER
MICIIAEL S. RLGAN
S. JAY ZIMMERMAN
D W R # 16-0681 V2
Pender County
Subject: Approval of Individual 401 Water Quality Certification with Additional Conditions
Blake Farm Subdivision
USACE Action ID. No. SAW -2012-01624
Dear Mr. Trask:
Attached hereto is a copy of Certification No. 4119 issued to Raiford G. Trask III, Member Manager and
Pender 1164, LLC, dated May 31, 2017. Please note that you should get any other federal, state or
local permits before proceeding with the subject project, including those required by (but not limited
to) Sediment and Erosion Control, Non -Discharge, and Water Supply Watershed regulations.
This approval and its conditions are final and binding unless contested. This Certification can be
contested as provided in Articles 3 and 4 of General Statute 150B by filing a written petition for an
administrative hearing to the Office of Administrative Hearings (hereby known as OAH) within sixty (60)
calendar days.
A petition form may be obtained from the OAH at http://www.ncoah.com/ or by calling the OAH Clerk's
Office at [phone] for information. A petition is considered filed when the original and one (1)
copy along with any applicable OAH filing fee is received in the OAH during normal office hours
(Monday through Friday between 8:00am and 5:00pm, excluding official state holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of the
petition along with any applicable OAH filing fee is received by the OAH within five (5) business days
following the faxed transmission.
Mailing address for the OAH:
If sending via US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
If sending via delivery service (UPS, FedEx, etc):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
State of North Carolina I Environmental Quality j Water Resources
1617 Mail Service Center I Raleigh, North Carolina 37699-1617
919 8076300

Pender 1164, LLC
DWR# 16-0681 V2
Individual Certification #4119
Page 2 of 10
One (1) copy of the petition must also be served to Department of Environmental Quality:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
Unless such a petition is filed, this Certification shall be final and binding.
This certification completes the review of the Division under section 401 of the Clean Water Act and
15A NCAC 02H .0500. Contact Joanne Steenhuis at [phone] or [e-mail]
if you have any questions or concerns.
Sincerely,
Karen Higgins, Supervisor
401 & Buffer Permitting Branch
Attachment: Site plans
ec: David Syster, SEGi (via [e-mail])
Emily Greer, USACE Wilmington Regulatory Field Office (via [e-mail])
Todd Bowers, EPA (via [e-mail])
Robb Mairs, DWR WiRO (via [e-mail])
Joanne Steenhuis, DWR WiRO (via [e-mail])
DWR WiRO 401 file
DWR 401 & Buffer Permitting Branch file
Filename: 160681BIakeFarms(Pender)_401_IC.docx

Pender 1164, LLC
DWR# 16-0681 V2
Individual Certification #4119
Page 3 of 10
CERTIFICATION #4119 is issued in conformity with the requirements of Section 401, Public Laws 92-500
and 95-217 of the United States and subject to North Carolina's Regulations in 15A NCAC 02H .0500
and 15A NCAC 02B .0200, to Raiford G. Trask III, Member Manager and Pender 1164, LLC who have
authorization for the impacts listed below, as described within your application received by the N.C.
Division of Water Resources (Division) via US Mail on May 25, 2017, a subsequent corrected application
received electronically on May 25, 2017, and by Public Notice issued by the U. S. Army Corps of
Engineers and received by the Division on June 20, 2016.
The State of North Carolina certifies that this activity will not violate the applicable portions of
Sections 301, 302, 303, 306, 307 of the Public Laws 92-500 and PL 95-217 if conducted in accordance
with the application, the supporting documentation, and conditions hereinafter set forth.
This approval requires you to follow the conditions listed in the certification below.
Conditions of Certification:
1. Impacts Approved
The following impacts are hereby approved, provided that all of the conditions of the Certification
are met. No other impacts are approved, including incidental impacts. [15A NCAC 02B .0506(b)
& (c)j
404/401
Wetlands
Type
Permanent
Temporary
A
Basin
0.13 acre
0.01 acre
B
Pocosin
0.12 acre
N/A
C
Pocosin
0.05 acre
0.10 acre
D
Pocosin
0.14 acre
N/A
F
Pocosin
0.14 acre
0.08 acre
H
Basin
0.72 acre
0.03 acre
J
Basin
0.02 acre
N/A
N
Basin
0.10 acre
N/A
0
Basin
0.02 acre
N/A
TOTAL
1.44 acre
0.22 acre

Pender 1164, LLC
DWR# 16-0681 V2
Individual Certification #4119
Page 4 of 10
Open Water
Permanent
Temporary
XD -1
0.09 ac (1303 linear feet)
0.001 ac (16 linear
feet)
XD -2
0.09 ac (989 linear feet)
0.002 ac (20 linear
feet)
XD -3
0.08 ac (680 linear feet)
N/A
XD -4
0.03 ac (370 linear feet)
N/A
XD -5
0.05 ac (595 linear feet)
N/A
XD -6
0.02 ac (140 linear feet)
0.001 ac (10 linear
feet)
XD -7
Less than 0.01 ac (89 linear
feet)
N/A
XD -8
0.16 ac (2355 linear feet)
N/A
BFB -1
0.01 ac (158 linear feet)
N/A
TOTAL IMPACTS
0.53 acre
Less than 0.01 acre
2. Compensatory Mitigation
Mitigation must be provided for the proposed impacts as specified in the table below. The
Division has received an acceptance letter from the Northeast Cape Fear Mitigation Bank to meet
this mitigation requirement. Until the Northeast Cape Fear Mitigation Bank receives and clears
your payment, and proof of payment has been provided to this Office, no impacts specified in this
Authorization Certificate shall occur. For accounting purposes, this Authorization Certificate
authorizes payment to the Northeast Cape Fear Mitigation Bank to meet the following
compensatory mitigation requirement [15A NCAC 02H .0506 (b)(6) & 15A NCAC 02B .0506(h)]
3. Stormwater Management Plan
The SMP (SW8160301) approved by the Division of Energy, Mining and Land Resources under the
state stormwater program meets the requirements of the 401 Water Quality Certification. [15A
NCAC 02H .0506(b)(4)]
Compensatory
Mitigation Required
River and Sub -
basin Number
Stream
N/A
N/A
Wetlands
1.44 acres
White Oak
030200302
Waters
N/A
N/A
Buffers
N/A
N/A
3. Stormwater Management Plan
The SMP (SW8160301) approved by the Division of Energy, Mining and Land Resources under the
state stormwater program meets the requirements of the 401 Water Quality Certification. [15A
NCAC 02H .0506(b)(4)]

Pender 1164, LLC
DWR# 16-0681 V2
Individual Certification #4119
Page 5 of 10
4. Any final construction plans for this project must include or reference the application and plans
approved by the Division under this authorization letter and certification. The applicant will also
be required to evaluate all acquired permits to assure that they are consistent and all relative
impacts are accounted for and shown on the construction plans. [15A NCAC 02H .0502 (b) and
15A NCAC 02H .0506 (4)] The permittee shall notify the Division in writing to Robb Mairs at
robb.mairs@ncdenr. ov prior to the beginning of the work authorized under this certification. A
pre -construction meeting must be held with the Division prior to the start of the project so that
the contractors and/or agents fully understand the conditions associated with this certification.
[15A NCAC 02H .0507 (c) and 15A NCAC 02H .0502 (e)]
5. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the application for this project. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control
Best Management Practices shall be performed so that no violations of state water quality
standards, statutes, or rules occur. Approved plans and specifications for this project are
incorporated by reference and are enforceable parts of this certification. [15A NCAC 02H .0501
and .0502]
6. Protective Fencing
All wetlands, streams, surface waters, and riparian buffers located within 50 feet of the
construction area on the project site shall be clearly marked (example- orange fabric fencing)
prior to any land disturbing activities and must be maintained on the property until the project
phase is completed. [15A NCAC 02H .0506 (b)(2) and (c)(2) and 15A NCAC 02H .0507 (c)]
7. Sediment and Erosion Control
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices. If applicable, the project must comply with the specific conditions and
requirements of the NPDES Construction Stormwater Permit issued to the site and the following
requirements [15A NCAC 02H .0506(b)(3) and (c)(3)]:
a. Design, installation, Operation, and maintenance of the sediment and erosion control
measures must be such that they equal or exceed the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor -owned or leased borrow pits associated with the project.
b. For borrow pit sites, the erosion and sediment control measures must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Surface Mining Manual.
c. Reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act and the
Mining Act of 1971.

Pender 1164, LLC
DWR# 16-0681 V2
Individual Certification #4119
Page 6 of 10
d. Sufficient materials required for stabilization and/or repair of erosion control measures
and stormwater routing and treatment shall be on site at all times.
e. For PNA, SA, WS -I, WI -II, HQW, ORW waters. The sediment and erosion control designs
must comply with the requirements set forth in 15A NCAC 04B .0124 Design Standards in
Sensitive Watersheds.
8. Appropriate measures should be installed prior to any land clearing activities to protect waters
and wetlands from turbidity and/ or sedimentation. These measures should be routinely
inspected and properly maintained, and excavated materials should be contained outside the
wetland boundary. Excessive silt and sediment loads can have numerous detrimental effects on
aquatic resources including destruction of spawning habitat, suffocation of eggs, and clogging of
gills of aquatic species. [15A NCAC 02H .0506 (b)(3) and (c)(3)]
Sediment and erosion control measures shall not be placed in wetlands or waters. Exceptions to
this condition require application submittal to and written approval by the Division. If placement
of sediment and erosion control devices in wetlands and waters is unavoidable, then design and
placement of temporary erosion control measures shall not be conducted in a manner that may
result in dis-equilibrium of wetlands, stream beds, or banks, adjacent to or upstream and
downstream of the above structures. All sediment and erosion control devices shall be removed
and the natural grade restored within two (2) months of the date that the Division of Energy,
Mineral and Land Resources (DEMLR) or locally delegated program has released the specific area
within the project. [15A NCAC 02H .0501 and .0502]
10. All backfill will consist of clean, earthen material free of any pollutants except in trace quantities.
Metal products, organic materials, rock, concrete, bricks, or other non -earthen debris shall not be
used. [15A NCAC 02H .0506(b)(2) and (3) and (c)(2) and (3)]
11. Natural fiber matting is recommended for streambank stabilization over plastic matting that can
entrap small animals. [15A NCAC 02H .0506(b)(2)]
12. All temporary impacted areas will be restored to pre -construction natural conditions upon
completion of the project. Native vegetation shall be used for wetland and stream bank
stabilization. [15A NCAC 02H .0506 (b)(2) and (c)(2)]
13. Fueling, lubrication and general equipment maintenance should not take place within 50 feet of a
waterbody or wetlands to prevent contamination by fuel and oils. [15A NCAC 02H .0506 (b)(3)
and (c)(3) and 15A NCAC 02B .0200 (3)(f)]

Pender 1164, LLC
DWR# 16-0681 V2
Individual Certification #4119
Page 7 of 10
14. All mechanized equipment operated near surface waters or wetlands will be regularly inspected
and maintained to prevent contamination of waters and wetlands from fuels, lubricants, hydraulic
fluids or other potential toxic chemicals. In the event of a hydrocarbon or chemical spill, the
permitee/contractor shall immediately contact the Division of Water Quality, between the hours
of 8 am to 5 pm at the Wilmington Regional Office at [phone] and after hours and on
weekends call [phone]. Management of such spills shall comply with provisions of the
North Carolina Oil Pollution and Hazardous Substances Control Act. [15A NCAC 02H .0506 (b)(3)
and (c)(3), 15A NCAC 02B .0200 (3)(f), and GS 143 Article 21A]
15. Construction Stormwater Permit NCG010000
An NPDES Construction Stormwater Permit is required for construction projects that disturb one
(1) or more acres of land. This Permit allows stormwater to be discharged during land disturbing
construction activities as stipulated in the conditions of the permit. If your project is covered by
this permit, full compliance with permit conditions including the erosion & sedimentation control
plan, inspections and maintenance, self-monitoring, record keeping and reporting requirements is
required. A copy of the general permit (NCG010000), inspection log sheets, and other
information may be found at: http://portal.ncdenr.org/web/wg/ws/su/`npdessw#tab-w. [15A
NCAC 02H .0506(b)(5) and (c)(5)]
16. Work in the Dry
All work in or adjacent to stream waters shall be conducted so that the flowing stream does not
come in contact with the disturbed area. Approved best management practices from the most
current version of the NC Sediment and Erosion Control Manual, or the NC DOT Construction and
Maintenance Activities Manual, such as sandbags, rock berms, cofferdams, and other diversion
structures shall be used to minimize excavation in flowing water. [15A NCAC 02H .0506(b)(3) and
(c)(3)]
17. If concrete is used during the construction, then all necessary measures shall be taken to prevent
direct contact between uncured or curing concrete and waters of the state. Water that
inadvertently contacts uncured concrete shall not be discharged to waters of the state due to the
potential for elevated pH and possible aquatic life/fish kills. [15A NCAC 02B .0200]
18. Placement of Culverts and Other Structures in Waters and Wetlands
Installation of culverts in wetlands must ensure continuity of water movement and be designed to
adequately accommodate high water or flood conditions. Additionally, when roadways, causeways,
or other fill projects are constructed across FEMA -designated floodways or wetlands, openings such
as culverts or bridges must be provided to maintain the natural hydrology of the system as well as
prevent constriction of the floodway that may result in destabilization of streams or wetlands.
The establishment of native, woody vegetation and other soft stream bank stabilization techniques
must be used where practicable instead of rip rap or other bank hardening methods. [15A NCAC
02H .0506(b)(2) and (c)(2)]

Pender 1164, LLC
DWR# 16-0681 V2
Individual Certification #4119
Page 8 of 10
19. All temporary fill and culverts shall be removed and the impacted area returned to natural
conditions, within 60 days of the determination that the temporary impact is no longer necessary.
The impacted areas shall be restored to original grade, including each stream's original cross
sectional dimensions, plan form pattern, and longitudinal bed and bed profile, and the various sites
shall be stabilized with natural woody vegetation (except approved maintenance areas) and
restored to prevent erosion. [15A NCAC 02H .0506(b)(2) and (c)(2)]
20. All temporary pipes/culverts/riprap pads etc., shall be installed in all streams as outlined in the most
recent edition of the North Carolina Sediment and Erosion Control Planning and Design Manual so
as not to restrict stream flow or cause dis-equilibrium. [15A NCAC 02H .0506(b)(2) and (c)(2)]
21. Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands,
waters and protective buffers within the project boundaries in order to assure compliance for
future wetland, water and buffer impact. These mechanisms shall be put in place at the time of
recording of the property, or of individual lots, whichever is appropriate. A sample deed
notification can be downloaded from the 401 &Buffer Permitting Branch website at
http://portal.ncdenr.org/web/wq/swp/ws/401/certsandpermits/apply/forms. The text of the
sample deed notification may be modified as appropriate to suit to this project. Documentation of
deed notifications shall be provided to the Division upon request. [15A NCAC 02H .0501 and .0502]
22. This Certification does not relieve the applicant of the responsibility to obtain all other required
Federal, State, or Local approvals.
23. The permitee shall require its contractors and/or agents to comply with the terms and conditions of
this permit in the construction and maintenance of this project, and shall provide each of its
contractors and/or agents associated with the construction or maintenance of this project with a
copy of this Certification. A copy of this Certification, including all conditions shall be available at
the project site during the construction and maintenance of this project. [15A NCAC 02H .0507 (c)
and 15A NCAC 02H .0506 (b)(2) and (c)(2)]
24. Continuing Compliance
Raiford G. Trask III, Member Manager and Pender 1164, LLC shall conduct construction activities in
a manner consistent with State water quality standards (including any requirements resulting from
compliance with section 303(d) of the Clean Water Act) and any other appropriate requirements of
State and Federal law. [15A NCAC 02B .0200] If the Division determines that such standards or
laws are not being met (including the failure to sustain a designated or achieved use) or that State
or federal law is being violated, or that further conditions are necessary to assure compliance, the
Division may reevaluate and modify this Certification. Before modifying the Certification, the
Division shall notify Raiford G. Trask III, Member Manager and Pender 1164, LLC and the U.S. Army
Corps of Engineers, provide public notice in accordance with 15A NCAC 02H .0503 and provide
opportunity for public hearing in accordance with 15A NCAC 02H .0504. Any new or revised

Pender 1164, LLC
DWR# 16-0681 V2
Individual Certification #4119
Page 9 of 10
conditions shall be provided to Raiford G. Trask III, Member Manager and Pender 1164, LLC in
writing, shall be provided to the U.S. Army Corps of Engineers for reference in any Permit issued
pursuant to Section 404 of the Clean Water Act, and shall also become conditions of the 404 Permit
for the project.
25. This approval is for the purpose and design described in your application and as described in the
Public Notice. The plans and specifications for this project are incorporated by reference and are an
enforceable part of the Certification. If you change your project, you must notify the Division and
you may be required to submit a new application package with the appropriate fee. If the property
is sold, the new owner must be given a copy of this Certification and is responsible for complying
with all conditions. Any new owner must notify the Division and request the Certification be issued
in their name. [15A NCAC 02H .0501 and .0502]
26. Within 60 days of completion of construction, as -built drawings (which can be shown on an aerial
or done as a survey) shall be submitted to both the Division of Water Quality, 401 & Buffer
Permitting Branch, 1617 Mail Service Center, Raleigh NC 27699-1617 and to the Wilmington
Regional Office. [15A NCAC 02H .0507 (c) and 15A NCAC 02H .0506 (b)(2) and (c)(2)]
27. Any additional impacts to streams and/or wetlands as a result of future roads, buildings, driveways,
utility lines or other development related activities within this subdivision will require a
modification of this 401 Water Quality Certification approval. [15A NCAC 02H .0506(4) and 15A
NCAC 02H .0501 and .0502]
28. The applicant and/or authorized agent shall provide a completed Certificate of Completion Form to
the DWR 401 & Buffer Permitting Branch within ten days of project completion (available at:
http://portal.ncdenr.org/web/wq/swp/ws/401/certsandpermits/apply/forms). [15A NCAC 02H
.0502(f)]
29. This certification grants permission to the director, an authorized representative of the Director, or
DWR staff, upon the presentation of proper credentials, to enter the property during normal
business hours. [15A NCAC 02H .0502(e)]
This approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in
your application shall expire upon expiration of the 404 or CAMA Permit. The conditions in effect on
the date of issuance shall remain in effect for the life of the project, regardless of the expiration date
of this Certification. [15A NCAC 02H .0507(d)(2) and 15A NCAC 02H .0506]

Pender 1164, LLC
DWR# 16-0681 V2
Individual Certification #4119
Page 10 of 10
Non-compliance with or violation of the conditions herein set forth may result in revocation of this
Certification and may also result in criminal and/or civil penalties.
This the 31st day of May 2017
Karen Higgins, Supervisor
401 & Buffer Permitting Branch
KAHAhs
4119

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os BLAKE FARM
y
A TRA SK LAND COMPANY COMMUNITY
b SF --1 SUBDIVISION
VICINITY MAP - NOT TO SCALE PHASE 1A, 1 B, 2 AND 3
Trask
1202 Eastwood Road
Wilmington, NC 28403
[phone]
.��. NICKM&cizEED
243 North Front Street
Wilmington, NC 28401
Phone: [phone]
Fax: [phone]
NC FIRM LICENSE F-1222
www.mckimcreed.com
JJJ
BLAKE FARM
,I
WETLAND IMPACT DRAWINGS
NOT TO SCALE
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Sheet List Table
Sheet Number
Sheet Title
Sheet Description
0
G-000
COVER
1
G-001
WETLANDS IMPACT MAP OVERALL
2
G-002
WETLANDS IMPACT MAP OVERALL
3
WI -100
WETLAND IMPACT MAP KEY
4
WI -101
WETLAND H IMPACT
5
WI -102
WETLAND A AND J IMPACT
6
W1-103
WETLAND IMPACT
7
WI -201
WETLAND D AND E IMPACT
8
WI -202
WETLAND B, C, AND F IMPACT
9
WI -301
WETLAND IMPACT
10
WI -401
WETLAND IMPACT
11
WI -501
WETLAND IMPACT
12
XS -100
SECTION VIEW KEY
13
XS -101
X -1A THROUGH X ---5A SECTION VIEWS
14
XS -102
X -5B THROUGH X -7A SECTION VIEWS
15
XS -103
X -8A THROUGH X-80 SECTION VIEWS
16
CU101
UTILITY MAP
17
CP -101
P-7 WETLAND CROSSING PLAN & PROFILE
18
CP -102
WETLAND E BFB ROAD CROSS SECTION VIEW
19
CP --103
LOT 57 PLAN AND PROFILE
20
CN -501
SCM 4 LAYOUT AND CROSS SECTION
21
APPENDIX A
APPENDIX A
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LEGEND
IMPACTED AREAS
TEMPORARY WETLAND IMPACT
JURISDICTIONAL DITCH
PROPOSED DITCH
- - - - - - - PROJECT LIMITS
TREE & DITCH
SAVE AREA
i
I
�- RDADSIDE SWAIE
CROSS -PIPE
FUTURE
DEVELOPMENT
ISOLATED WETLANDS
MAY FILLED AS A PORTION
OF BLAKE FARM SF -1 SUBDV.
DEVELOPMENT
Sheet List Table
Sheet Number
Sheet Title
Sheet Description
1
0-001
WETLANDS IMPACT MAP OVERALL
2
G-002
WETLANDS IMPACT MAP OVERALL
3
WI -100
WETLAND IMPACT MAP KEY
4
WI -101
WETLAND H IMPACT
5
WI -102
WETLAND A AND JIMPACT
6
W1-103
WETLAND IMPACT
7
WI -201
WETLAND D AND E IMPACT
8
WI -202
WETLAND B, C, AND F IMPACT
9
WI -301
WETLAND IMPACT
10
WI -401
WETLAND IMPACT
11
WI -501
WETLAND IMPACT
12
XS -100
SECTION VIEW KEY
13
XS -101
X -1A THROUGH X -5A SECTION VIEWS
14
XS -102
X-513 THROUGH X -7A SECTION VIEWS
15
XS -103
X -8A THROUGH X -81D SECTION VIEWS
16
CU101
UTILITY MAP
17
CP -101
P-7 WETLAND CROSSING PLAN & PROFILE
18
CP -102
WETLAND E BFB ROAD CROSS SECTION VIEW
19
APPENDIX A
APPENDIX A
{
OUVLET BOX
I" AN PIPE
EXISTING
RPW DITCH
INLET BOX.
AND PIPE \
BFB -1
9FB-1 DITCH IMPACT
INLET BOX 1565 SF (0.036 ac)
AND PIPE (PREVIOUSLY APPROVED)
SCM- `7
f
puTLET BOX
-� AND PIyE
NOTE:
CENTERLINE OF PROPOSED
DITCH TO MATCH THE
CENTERLINE GRADE OF THE
EXISTING DITCH.
^1
4
L, r= u
-,a 114 IEpap9tV +I Sit Pr- 10 }R R060-
PIA!! oGt3 LFI(
PROPOSED DITCH DETAIL
N07 TO WC
FUTURE
DEVELOPMENT
LEVEL SPREAD
FUTURE -"
BLAKE FARM BOULEVARD DEVELOPMENT
DIVIDED BOULEVARD WITH
GRASSED MEDIAN AND PROSED STORM
ROADSIDE SWALES DRAINAGES YYSTEM (TYP.) ~ '
!rI 1
EX DITCH
LENGTH (If)
AREA (ac.)
DITCH WIDTH
(It)
A4C. DEPTH (H)
IMPACT
LENGTH (fl)
IMPACT AREA
(oc.)
REALIGN (I0
NET/LOSS (If)
TEMP. IMPACT
(!1)
M-1
1,639
4.11
J
3' 114' WTFALL
CHANNEL DEPTH)
1303
0.090
164
-1113
IB
X0-2
1,474
0.14
4
4'
959
0.091
0
-959
20
X0-3
1.355
0.18
5
3'
580
0.076
0
-690
TOTALS
XD -4
730
0.05
3
3'
370
0.025
345
-25
X0-5
545
0.05
4
2'
595
0.035
0
-595
XO -6
997
0.11
5
2'
140
OAI6
0
-140
10
X0-7
173
0.004
1
2'
69
0.002
0
-69
XD -6
3.349
0.23
3
3'
2355
0.162
315
-2010
BFB -1
156
0.01
3
156
0.011
-156
TOTALS
1M3t2.00
1 0.88
6,679.(X1
0.53
1120
1 -5859
1 46
WETLANDS
WETLAND AREA (ac.)
TYPE
PERM IMPACT TEMP, IMPACT
(40 (6c.)
WET -A
BASIN 1.12
0.13
0.01
NEI -0
FOCOSIN 0.12
0.12
P-6
WET -C
FOCd4N 1.12
0.05
0.10
NEI -0
P0005N 0.14
0.14
670
111-1
110016M 1,31
DAA
006
WI -H
BASIN 0.92
0.72
0.03
NET -J
BASIN 0.02
0.02
HET -N
BASIN 0,10
010
HEI -0
BASIN 0.02
0.02
TOTALS
5.07
1.44
0.22
PROPOSED
DITCH
RENJGHMENT
LENGTH (H)
NEW CONST.
LENGTH (1Q
DITCH LENGTH
(H)
PROPOSED DITCH
� (
O
((2VToa MOTH)
P-1
160
0
160
007
P-6
0
345
345
0.16
P-7
9
670
670
OSI
P-11
315
MI
liml
1.09
10T&4
475
3066
3`x12
1-63
TOTAL IMPACT T 1.44
AREA sr -1
♦ - BLAKE FARM SF -1 SUBDIVISION 7-Eo.
°12d2Q1 5°ALE xn002
��/�'FT� ([� •GREET Trask Land , 06525.°' ' G.°D2
II..K Ti, /117Y>��` 6--+1-EL ., �" TOPSAIL. TOWNSHIP iia i an,«aa u Southern Environmental Group, 1110,PENDER COUNIYNORTH CAROLINA Front5315 South College Rood, Suite E I RMC Wilmington. North C4rUine 28401 Wilmington. North Carolina 28412 SLAKE FARM.
Phone: [phone] , Fna: [phone] tiT'C Phone: [phone] E4stwood Road - WETLANDS IMPACT MAP
No LIC. N.. F-1222 WlmTngton, NC 28403 solus: ETLAN DS PLAN
ww.mckimcreed.cam
{910) 799-8755 OVERALL NOT FOR CONSTRUCTION
GRAPHIC SCALE
0 150 300
1 inch = 300 ft.

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145 / 118 ! / 707 / ` t r ,,r rrri;rr +'rp;u+n, \� i / n♦ ' B �F 1 r r-�
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WI -11 z 1 55 11 ll I 1 I STUB
16 1 f+iri r +rrurp i rr�iq ur+r ♦ rr;�r +r
5 109 1 W 1'242 +f±t'rir,p+��4;++ii ripe ��. fiei+it+�i' L I
�� � 1 I 170 r 102 1 • TR
rarL rpH rr r l_ 14
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V rrii 49 0 L -
12
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�
2 3
STUB I �r,l.r.;;Gr 45
44 j r _
\3
N43
1`�r++2 ��
EXISTING DITCH I AMENITY AREA a2 1 i \
trip,
GRAPHIC SCALE
300 0 150 300 600
prpi
1 inch = 300 ft.
V f BLAKE FARM SF -1 SUBDIVISION O"rn
wi_10j�Trac �.J CEvVN K M&I.l EED TOPSAIITOWNSHIP DESIG� � oese+eo ra,1cPENDER COUNTY NORTH CAROLINA 3243 Norah Front Street I��Imingta . North Carolina 28401 '.BLAKE FARM: Pao! MGM akic I P-1
Phone: [phone] , Fn.: [phone] 1202 Eo51wood Rood , ' •
NC LIC. Na. F-1222 Wilmington, NC 28403 WETLAND IMPACT MAP KEY SSATUS WETLANDS PLAN "°'°' ' , , -
www.mckimcree4,com [phone] NOT FOR CONSTRUCTION
27'
-A B�
r' 7
371
4
/ 3
l
r I
X-1 �
BLAKE ARM BLVD
EXTENIJS TO HWY 17
I�-
� 551
�r r�SEE�

rrlatchline WI- 01
s k k 10' WIDE TEMPORARY 4 ti
E k IMPACT (1,145 SF) f:
rc
`" ti
k k WETLAND AREA H WETLAND H IMPACT / ti
TOTAL = 0.92 ACRES 0.72XRE5 ti 1
EXISTING DITCH. TO BE
RE -ALIGNED INTO BFB L"
CROSS -PIPE
�~ �C43 44 4"
DITCH AND TREE `
P 1 \\ SAVE AREA
42
RE -ALIGN EXISTING
DITCHES (160 LF)
LF removal).
356 LF TO BE FILLED
~ 41
���
Realign ditches on upstream side of
oA1E: o,2a2a1�
a
L
LINEAR POND - /
ti WSEI= 33.00' _ iii L
?30147
M
F_
ti
f
/
33
Qj
ti ti
40
Q
�
rt
iREMOVAL
34
, •
225 LF
REMOVAL
M
�� _�
/
ROADSIDE DITCH
P-1 TO CONNECT
J
CROSS PIPE
CROSS PIPES
TO X-1
ROCK CHECK —
DAMS
GRAPHIC SCALE
100 0 50 100 200
1 inch — 100 ft.
LEGEND
IMPACTED AREAS
JURISDICTIONAL DITCH
EXISTING DITCH MUCK& CLEAN OUT
PROPOSED DITCH
PROJECT LIMITS
TEMPORARY WETLAND IMPACT
TREE & DITCH
u
SAVE AREA
LOT SETBACKS
TRADITIONAL TND LOIS
90E 5 0
rpaNT ,o to
R[Ap ,a to
Wetland - H
= p
�j, // Overall Area: 0.92 acres
� // ' "'• � = Impact Area: 0.72 acres
15 SANITARYSEWER! Temp Impact: 1,145 SF
SYSTEM {TYP.f I I I Ditch P-1
4 I III Ditch will replace ditch X-1. This
OUTLET BOX FOR � 5 I� 6 I� 7 3 p
LINEAR POND SYSTEM I I I I I I I I proposed ditch is approx. 160 LF.
DISCHARGES INTO X-1 J L I I
-- LINEAR P47No �'._; 11
-�WSYL=33.06'- ,� _j I L_ __j L__ _j Ditch X-1
Realign X-1 to meet the new culvert
under Blake Farm Boulevard (^'225
� BLAKE FARM SF -1 SUBDIVISION
_ '*' MFKW 1 1�
TraskLand TOPSAIL TOWNSHIP
V Southern Environmental Group, Inc. `�s� \ ', PENDER COUNTY NORTH CAROLINA
243 North Front Street O
5.115 Sown Co pond: E
Wilmingta�. No.1h Co.olina 20401 , f[: Wilmingmn, Noahh cow2841 ��H
rcna ze41z LAK�FAFtM:'
Phare. [phone] , Fox. [phone] Phone[phone] Eastwood Road WETLAND H IMPACT
NC UC. No. F-1222 Wilmington, NC 26403
N .., k1mP dxc [phone]
Pl=
LF removal).
356 LF TO BE FILLED
~ 41
���
Realign ditches on upstream side of
oA1E: o,2a2a1�
WI'°'Blake
LINEAR POND - /
ti WSEI= 33.00' _ iii L
^
M
F_
ti
f
/
33
Qj
ti ti
40
Q
�
rt
rt
rD
7.
rD
34
_Z_ L — —
M
�'
35
�
0 -
Io
33
39
t
I�
N
ti
�LNEARPONo - - STORM
WSEL-33.00• ; " SYSTEM
1
DRAINAGE
(TYP.)
36
SAM
SY'-
I
I
37
- w
as /
1
a Z /
GRAPHIC SCALE
100 0 50 100 200
1 inch — 100 ft.
LEGEND
IMPACTED AREAS
JURISDICTIONAL DITCH
EXISTING DITCH MUCK& CLEAN OUT
PROPOSED DITCH
PROJECT LIMITS
TEMPORARY WETLAND IMPACT
TREE & DITCH
u
SAVE AREA
LOT SETBACKS
TRADITIONAL TND LOIS
90E 5 0
rpaNT ,o to
R[Ap ,a to
Wetland - H
= p
�j, // Overall Area: 0.92 acres
� // ' "'• � = Impact Area: 0.72 acres
15 SANITARYSEWER! Temp Impact: 1,145 SF
SYSTEM {TYP.f I I I Ditch P-1
4 I III Ditch will replace ditch X-1. This
OUTLET BOX FOR � 5 I� 6 I� 7 3 p
LINEAR POND SYSTEM I I I I I I I I proposed ditch is approx. 160 LF.
DISCHARGES INTO X-1 J L I I
-- LINEAR P47No �'._; 11
-�WSYL=33.06'- ,� _j I L_ __j L__ _j Ditch X-1
Realign X-1 to meet the new culvert
under Blake Farm Boulevard (^'225
� BLAKE FARM SF -1 SUBDIVISION
_ '*' MFKW 1 1�
TraskLand TOPSAIL TOWNSHIP
V Southern Environmental Group, Inc. `�s� \ ', PENDER COUNTY NORTH CAROLINA
243 North Front Street O
5.115 Sown Co pond: E
Wilmingta�. No.1h Co.olina 20401 , f[: Wilmingmn, Noahh cow2841 ��H
rcna ze41z LAK�FAFtM:'
Phare. [phone] , Fox. [phone] Phone[phone] Eastwood Road WETLAND H IMPACT
NC UC. No. F-1222 Wilmington, NC 26403
N .., k1mP dxc [phone]
Pl=
LF removal).
���
Realign ditches on upstream side of
oA1E: o,2a2a1�
WI'°'Blake
Farm Boulevard to provide
DRANK MABTLUCIMSH"E`EO RRW
CHE[KEa DMC
W
M
4
flow on the inlet end of the culvert
`R" NG RMn
(-160 LF realign — 140 LF removal).

CL
0
Go
1p
Cl)
f�
W)
0
N
.(M
0
U
C6
CLE
a
C
0)
c
O
C)
O
0
0
C4
N
In
(O
In
41. 45 46 47 1 48 50
I II II
DITCH A-3 REMOVAL = 680 LF I I 3
lululu
---1
Ell
2®
33 r+ 1
l
31 22
19
—
4
t
0
30 23
18
5 a
I � 29 24
17
6
SAITARY SEWER
I SYSTEM (TYP,)
16
2b 25
Overall Area: 0.02 acres
7
L 27 J 26
15
Impact Area: 0.02 acres
`
P
L"J
Ditch X-1 AND X-2
m
REMAINS IN TREE SAVE AREA
53 I
WETLAND AREA J
TOTAL =0.02 ACRES k
04
— — J
IMPACT AREA: 0.02 ACRES
Ditch X-3
41. 45 46 47 1 48 50
I II II
DITCH A-3 REMOVAL = 680 LF I I 3
lululu
---1
F-32-- ROANOKE DR 1
l
2®
33 r+ 1
l
31 22
19
—
4
— STORM DRAINAGE
SYSTEM {TYP.
0
30 23
18
5 a
I � 29 24
17
6
SAITARY SEWER
I SYSTEM (TYP,)
16
2b 25
Overall Area: 0.02 acres
7
L 27 J 26
15
— CROATAN DR
III II II II II II II
7 II g 119 1110 II 11 1112 1113 1114
III II II ii ii ii 111
JL�JLJL
LOT SETBACKS
,RAOIRONAL
,NO LOTS
SOE s
a
FRONT In
0
REM 10
0
DFFSITE
IN 0
p � 9 3
58 61 r,
M
577
10' WIDE TEMPORARY �, O o
IMPACT (510 SF)
P-6
56
GRAPHIC SCALE
100 0 50 100 200
1 inch — 100 ft.
LEGEND
IMPACTED AREAS
JURISDICTIONAL DITCH
EXISTING DITCH MUCK& CLEAN OUT
PROPOSED DITCH
PROJECT LIMITS
TEMPORARY WETLAND IMPACT
D TREE & DITCH
SAVE AREA
NFM&CTED Trask L
Southern Environmental Group, Inc.
243 North Front Street 5315 S -11h Callege Road, Suite E
Wtl Ingtor, Norlh Ccrogna 28401 bfC Wilmington, North Carolina 28412 '1BLAKEFARM
Phone: [phone]. Fox: [phone] Phone: [phone] Eastwood Road
NO uC. No. r-1222 Wilmington, NC 28403
wwwmcklmareed-cam [phone]
k Ditch P-6
WILL REPLACE X-3. 345 LF,
BLAKE FARM SF -1 SUBDIVISION s°"rE BEGINNING AT P -7/X-3
ucE RRw- a aasxsa. WI -,02
TOPSAIL TOWNSHIP °�,„„ ,�,,,W,O, NdIZONTAL .F INTERSECTION.
�wrfo
PENOER COUNTY NORTH CAROLINA 0E51°'E0 FMC vEAncw CJ
CNECKEO F1
WETLAND A AND J IMPACT �'�` u�R �A
sr"rus- WETLANDS PLAN '�""'
NOT FOR CONSTRUCTION
_ —
WETLANDAIMPACT
0.13 ACRES k k I \
Wetland - A
Overall Area: 1.12 acres
Impact Area: 0.13 acres
—
'n 55
>,
WETLANDAREA A
TOTAL=1.12ACRE5
Temp Impact: 510 SF
M — J
L- kV
Wetland - J
Overall Area: 0.02 acres
C ) A.
Impact Area: 0.02 acres
`
C/) — —_
L"J
Ditch X-1 AND X-2
m
REMAINS IN TREE SAVE AREA
53 I
WETLAND AREA J
TOTAL =0.02 ACRES k
REMOVE 938 LF OF X-1, 989 LF OF X-2
— — J
IMPACT AREA: 0.02 ACRES
Ditch X-3
�
�
SAVE AREA
REMAINS IN R
52
k
REMOVE 680 FE
k I
Farmhouse Dr Culvert
INV IN = 33.50
INV OUT= 33.00
STUB
#
NFM&CTED Trask L
Southern Environmental Group, Inc.
243 North Front Street 5315 S -11h Callege Road, Suite E
Wtl Ingtor, Norlh Ccrogna 28401 bfC Wilmington, North Carolina 28412 '1BLAKEFARM
Phone: [phone]. Fox: [phone] Phone: [phone] Eastwood Road
NO uC. No. r-1222 Wilmington, NC 28403
wwwmcklmareed-cam [phone]
k Ditch P-6
WILL REPLACE X-3. 345 LF,
BLAKE FARM SF -1 SUBDIVISION s°"rE BEGINNING AT P -7/X-3
ucE RRw- a aasxsa. WI -,02
TOPSAIL TOWNSHIP °�,„„ ,�,,,W,O, NdIZONTAL .F INTERSECTION.
�wrfo
PENOER COUNTY NORTH CAROLINA 0E51°'E0 FMC vEAncw CJ
CNECKEO F1
WETLAND A AND J IMPACT �'�` u�R �A
sr"rus- WETLANDS PLAN '�""'
NOT FOR CONSTRUCTION

E
U) —
Ali
•
GRAPHIC
100 0 50 100 200
00
67 1
V ' 63 \� PROPOSEDSANITARY i
' WETLAND 0, rr SEWER SYSTEM (TYP.) ` I
\ �S
' 61 CU 0)I �� \ 02 AC IMPACT
V X -/i 70
Z I :3 DITCH X-4 REMOVAL = 370 LF - �8
CID
:E* - r V P - 7 / r/ 69 �� /
CONSTRUCTED
�1- r
'_, WETLAND (SCM -4} k k k
oW M kkk
L k k k e k
DITCH X-4 TO REMAIN= 345 LF - k k k e
k k k k r- c k k '� {�{ k
L k k k k k ` E !� k k k L '
\` DLF CH CRE BEIGINS AT l k k k k k k k k k k k k ti� k LOT SETBACKS
570
c
\` WETLAND C ENDS AT 404 WETLAND k 1 c k k k '$ k
\\ k k k k 11k TRADITIONAL TND LOTS
k I DITCH NQ IMP�CT k k k
\ k k k k k k k k k k k k k! k FRONT m 10
k
kk L k i b
dr REAR 10 10
\\ - ui rt n n -a itJ Ruvlrin rnvm k k _ k DUKE ENERGY k I
k SOURCE TO INTERSECTION k k k { k k
k \\ k k k k POWER LINE AND
k \\ WITH P-7 AND P-66 DITCHES k k k k k k k k k k EASEMENT c k k kOFFSITE
Ditch X-3
REMAINS IN PLACE UPSTREAM OF
P-6 INTERSECTION.
,1
FLASHBOARD RISER TO BE k k k k k 404 ILAN� INSTALL FLASHBOARD RISER
k ,1 -500 LF UPSTREAM OF k k k k NO IMPACT
P-6/P-71NTERSECTION k k k k k k k � k 500 LF UPSTREAM P -6/P-7.
1' Ditch X-4
A FLASHBOARD RISER k k '� k k k k k k k �
k 1 k k lk i REMOVE 370 LF DOWNSTREAM OFWILL BE INSTALLED WITHIN
THE BANK LIMITS OF X-3. k k k k
�\ RISER TOP ELEV TO EQUAL k r k k k k k k k k P-7.
k \ EXISTING TOP OF BANK. k k k k k k k k k RETAIN —345 TO P-7.
Tangmere Court Culvert
INV IN = 35.50
INV OUT = 35.00'
k k k k k k k k k k k k k k E QFFSITEE k k k k k k k Ditch P-7
DATE: 0,2,2011 SCALE „ WILL FLOW INTO X-3. 670 LF,
BLAKE FARM SF -1 SUBDIVISION NCEPRQ1., 045t5A4 w1-1oa
v IQM CREED Trask Land TOPSAIL TOWNSHIP C-AW4 MABfR1A & Nod= o^ 1-103 BEGINNING AT WETLAND C.
Southern Environmental Group, Inc. ��'° PENUERGOUNTYNORTHCARDLINA `BECK rw vFRnCAL 6 Wetlands K L M N 0
243 Nath wont Street l 5315 South College Rood, Soite E I aiECRW aloe k
Wilmington. North Co 11,a 79401 it (• wdmingt—. North C-10 — 28412 %.BLAKEFARM; veal. mm RMG perm. Impact of .12 AC; NO
Phone: [phone] , Fox: [phone] Phone: [phone] Eastwood Road WETLAND IMPACT
wimingion, NO 28403 ,1 sTM WETLANDS PLAN
Ne Ve. Nn. F-1222 [phone] NOT FOR CONSTRUCTION Temporary Impacts.
www,mckimcreed.com

M.
0
N
G]
ro
06
C
m
C3
C3
0
ON
N
C)
�I
LL
m
m
0
n
EXISTING DITCH
FUTURE
DEVELOPMENT/
(OFFSITE) /
SANITARYSEWER
STUBBED OUT R
F
FUTURE CONNECT)ON /
/ 49
/ matchline WI -301 ~�
� 115
./ 116
matchline WI -201
q C� y
17 o
\ 118119
120121 GRAPHIC SCALE
_ 100 0 50 100 200
11 111 \ / ���
113 � 110 1211,
1 inch 100 ft.
109
108`�
.� - � ` ' LEGEND
1 07ELP IMPACTED AREAS
WSEL 3t
_ 106 � ��( JURISDICTIONAL DITCH
/ ") ) / \ �� EXISTING DITCH MUCK& CLEAN OUT
/ PROPOSED DITCH
my L MB LL S
99 00 101 1 (�� \ ti ~/ Pft03EC7 LIMITS
\
9� �Q \ v TEMPORARY WETLAND IMPACT
/. 8
I,Q ST RM DRAT AGE 103 t �
TREE SANITARY SE ER
SYS EMjTYP. _ �' �' SAVE ARpACH
S'FSIEM ( P.) 104 rn rn
k \ 105
'c k k __ :
L j k k k
k /89
rr
L X`
4D4 WETLAND WETLAND AREA D
NQ IMPACT TOTAL =4.14ACRES
�
t k IMPACT AREA: 0.14 ACRES — ti 4 90
�z- 91
�LIWAIP; NES :` ti <
TURF
AM NITY ARE
~�� l 92
ROADSIDE AL y~ `a�" / ^\ BLAKE FARM
/ CROSS PIP �f `i \ PUMP STATI
93
FUTURE PEDESTRIAN BRIDGE -- ti
/❑�� CROSSING LINEAR POND �\
> matchline WI- of TO AMENITY AREA � matchline WI -201 /94 ` 82
matchline WI -102,
LOT SETBACKS
TRADITIONAL TNO LOTS
SIDE 5 0
LAONT 10 10
REA2 10 10
Wetland - D
\ Overall Area:
\
3 Impact Area:
■
-------------------
oATr OM4M1T SCALE
Trask Lan BLAKE FARM SF -1 SUBDIVISION���N WI -201
V %(� ��'if��'-'if7�''�j q TOPSAIL TOWNSHIP MAM MA841Mcnw0tl HDRi¢ oAL:
Southern Environmental Group, Inc. PENDEA COUNIY NORTH CAROLINA snhcu
BLAKE FARM 843 Norlh Front Street 5315 South College Road, Suite E + I Q1LCKL0 woruc x.
Wiholmington, North Corollro 284{1 s��, wlmingl(, North Carolina 28412 ;.; WETLAND D AND E IMPACT �1a.,a�
Pne: (910 343-1048 , F— (910)251-,9282 Phone: [phone] Eastwood Road
N. n
-
mc uc. , r-1222 (910)
NC 28403 sr+nl& W TLANDS FLAN '�"a"
ww .lrncreed,com [phone] NOT FOR CONSTRUCTION
0.14 acres
0.14 acres
Ditch X-1
Remove Ditch X-5 in its entirety
(595 LF) from the source to
intersect of Ditches X-1 and X-2.

..
OUT - 1 39
138
�37"
MI)AWN
1 12
/
84
13 P �OSED STO
DKAINAG
135 E 5//Y5f I YP.
\� /134//
/ 133
131
125
126//
127//
86 \ ` // 128/
PRPP
WETLAND B v OR SYSTEM/ P.
TOTAL 0.12 ACRES >
IMPACT0.12ACRES 7
WETLAND C IMPACT 130/
0.05 ACRES 10' WIDE TEMPORARY
v IMPACT (1) (1,143 SF)
VAI 8 20'WIDETEMPORARY
/ IMPACT (2) (3,145 SFI
ELEV. = 34.54' �l
�\k
L
;3 DITCH X-6 REMOVAL= 140
t LF (10 LF TEMP. IMPACT)
/ WETLAND AREA C
TOTAL= 1.32 ACRES
BLAKE FARM Stk1 -11 I ,
PUMP STATH
78
k
L,
matchline WI -3 1
matchline WI- 02 I
P-11 ti
DITCH P-11 NEW = 2,415 LF
LOT SETBACKS
— DITCH X-8 REMOVAL = 2355 LF
TRADITIONAL TND LOTS
SIDE 5 0
FRONT 0 0
REAR 10 0
I I
L �
J i'-
FXI TING CULVERT 4
TO REMOCIVED
r
L
DITCH X-8 REMOVAL = 2355 LF l
10' WIDE TEMPORARY .
IMPACT (2) (2,225 SF) /
WETLAND AREA F
L- '- [F7 TOTAL = 1.31 ACRES
� � II I
WETLAND F IMPACT
0.14 ACRES (TOTAL)
86j/ V I
187, ,
DITCH X-6 / X-8 TO REMAIN
188��
L,
/CONSl L
v/GVETLAND (S
.
DITCH X-7 REMOVAL = 89 LF
matchline W1-202
mat 1-103
7iN,� X-
7 / — A
�19Q
10' WIDE TEMPORARY
IMPACT (1) (1,445 SF)
STUB
7
r _ CALE . nc�aTrask LaI1d BLAKE FARM SF -1 SUBDIVISION an`�j /q'"`l�l♦ /� (�sil�'iTOPSAILTOWNSHIP �'ZoA[``vr'j�/j ,11 1-1 /l(j �lujj;�jJ Southern Environmental Group, lnc. -pENDER COUNTY NORTH CAROLINARnc�r_,8
243 North Front Street 5315 S.Ah College Road, Site E ,.eNorth Co Ih— 28401 WIl EgtOn. North r—I.— 29412 : BLAXEFARM'
Phone: [phone] , F— [phone] SLC' Phone: [phone] Eastwood Road WETLAND B, C, AND F IMPACT
E-lz
Wilmington, NC 28403
-
NC uc. N. F-IYxz 5TF105 WETLANDS PLAN �"""
www-. ed-com [phone] NOT FOR CONSTRUCTION
GRAPHIC SCALE
100 0 50 100 200
1 inch = 100 ft.
LEULNU
IMPACTED AREAS
JURISDICTIONAL DITCH
EXISTING DITCH MUCK& CLEAN OUT
PROPOSED DITCH
PROJECT LIMITS
TEMPORARY WETLAND IMPACT
TREE & DITCH
SAVE AREA
1Alo+lon,4 - R
Overall Area: 0.12 acres
Impact Area: 0.12 acres
1AIn+I�nA - r
Overall Area:
1.32 acres
Impact Area:
0.05 acres
Temp Impact (1)
1,143 SF
Temp Impact (2)
3,145 SF
lAlotimnd -1:
Overall Area: 1.31 acres
Impact Area: 0.14 acres
Temp Impact (1) 1,445 SF
Temp Impact (2) 2,225 SF
Ditch X-5
Remove Ditch X-5 completely.
Ditch X-6
Remove 140 LF Ditch X-6. 10 LF of
X-6 is located in temporary impact
area.
Ditch X-7
Remove Ditch X-7 (89 LF) from its
source to Wetland C.
Ditch X-8
Remove Ditch X-8 (2355 LF) from its
source to Wetland C. Ditch X-8 will
be replaced by proposed Ditch P-11.

213 o ' 191
L -= `matchline WI -
178 —1 _ N � 212 11;
f � �
1 77
1
1
177
'
L 179 L Z__ rr� ��_�
1 165 j IIS` 164j
/76 J
' 180 41 �� ~
166 i,' � — —j ( 163
181 �u I L
/ —175
�182� r—�- 1' ' f 1 167
/ �� L 162 j
174 7 = ti � �
183 _� 168
_ I I�
173 7 `7 161
/ -� ti Rf2� S RM
/ 1 84 \ D SANITARY _ DR GE SYSTE '
_'LINEAR POND '+
/ SEWER -5k EM (EYP Y±1SEt_=' 3:Oi7' - ` 169
` \
149 ( _ � � � 7
\ \
j / T � / \ 160
170
148
X47 � �� � 171 / � /
P-11
/150 151
\ 152 0158
W.
�
143 ` `�~ _ 153 ��157
142 UNFARPOND
_�lVSR.13 :a 154
\
141140 \ \ 155
`� ti \ 156 Ou /z \
39
matchline WI -301
����'� 138
matchline WI -201 —� 3
P-11
ti
�- DITCH P-11 NEW = 2,415 LF
DITCH X -S REMOVAL = 2,355 LF
O
to �
O
O
GRAPHIC SCALE
100 0 50 100 200
1 inch = 100 ft.
IMPACTED AREAS
JURISDICTIONAL DITCH
EXISTING DITCH MUCK& CLEAN OUT
PROPOSED DITCH
PROJECT LIMITS
�} TEMPORARY WETLAND IMPACT
D TREE &DITCH
SAVE AREA
N
Uj
CP C
�o
N � �
z
LOT SETBACKS
TRADTIONAL
,ND LOM
WE 5
0
rRORT 10
10
REAR 10
10
I�
N
Ditch X-8
N
X-8 will be removed from its source
l to the intersection with Wetland C.
Ditch P-11
P-11 will replace existing ditch X-8.
This proposed ditch is approximately
2,415 LF, begins at the NW property
line of SF -1 and extends to Atlantic
matchline WI -3 1
Avenue 48�� Cross -Pipe. The ditch
matchline WI- 02
bottom elevations mimic those of
existing X-8.
wF3o,
9

a-
6 6
t1')
ti
0
N
L0
CL
CU
CLC"
E
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CI
0
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to
CD
LL'
ml
00
0
0
m
0
CL
E
v
CD
c
Q
O
O
O
O
to
N
Lo
(p
:176
242
L — W_ j
L 243
I I r 244
L__
I I L 245 I
I +It I I 246
L
r 247 �.
248
249
L25041 �I �
I I I L 251 �I
L 252
� 253 �
L__
r 254
I r 255
L _j
224
f � �
f 223~-�� - M — R+ Z©0 .
~_� 203 z I
-� _ 4
G)222 19
~~� � � ~~ I-�
1 ~�~1~ 9
~ `
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204 _ 221 �,� 1 ��-
I _'Z_ _� 193
205
L 197
_ tIR�9F3
X206
196
1 FUTURE ti '
ti PE�ESTRIA�I / /207\ '
~1 �RDGE
rCC201 I4 I
matt ine Wi-5012 C I
e- 1
220 �
II ---_J
L
II 2,9
L — — J
IF 218 �
`1 � / 19 5
— — _jti 20$
PROPOSED
1.-
216 !
215 1
214
� I
. 213
1 DR INAGt ! 94
209
/ \\ DITCH P-11 NEW= 2,415 LF
~ PROLD SANITARY 193
ISE Sj�M Q P.)
5 LFL
DITCH X-8 REMOVAL = 2,35
X210 , � 1 �
= / 192 `
211
191
matchline WI -r t
71
DAa:: u12um1T SCALE
p �F �7 �� �-r� Trask Land BLAKE FARM SF -1 SUBDIVISION �� PRat , �U� Wt 401
j N?40M&, 'c H}{ _ TOPSAIL TOWNSHIP DE%v ruDmulcnnDn
41/ A`i V 'ti.1�u7�1-/ Southern Environmental Group, Inc. /I PENDER COUNTY NORTH CAROLINA cEsra+ED ruec 1 O
243 North Front Street 5315 South College Road, Site E CHECKED RML VERTICAL_
Wilmington, Na th Camino 28401 wlmingtnn, North Carolma 28412 }SLAKE FARM. Raw. uta. tutc
Phone: [phone], Fax: [phone]iL Phone: [phone] Eastwood Road WETLAND IMPACT
Nc EIC. No. F-17$2 Wilmington, NC 28403 srAnls- WETLANDS PLAN °"9tl1
www.r cC,mr reed.coro [phone] NOT FDR CONSTRUCTION
GRAPHIC SCALE
Ua 0 50 100 200
1 inch = 100 ft.
LEGEND
WPACTEO AREAS
JURISOICTIONAL DITCH
EXISTING DITCH MUCK& CLEAN OUT
PROPOSED DITCH
PROJECT LIMITS
TEMPORARY WETLAND IMPACT
TREE & DITCH
SAVE AREA
LOT SETBACKS
TRADITIONAL TND LOTS
SIDE 5 0
F8oa1 10 a
REM 10 C
Ditch X-8
X-8 will be removed from its source
to the intersection with Wetland C.
Ditch P-11
P-11 will replace existing ditch X-8.
This proposed ditch is approximately
2,415 LF, begins at the NW property
line of SF -1 and extends to Atlantic
Avenue 48" Cross -Pipe. The ditch
bottom elevations mimic those of
existing X-8.

N.
0
Ln
3
co
E
c
m
It
C:)
0
C)
N
Ll
(D
�I
I,_
DO
QI
0
S9
N
m
co
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N
C
ro
rn
C
O
0
L0
N
Le)
CD
am
I
PLURIS WWTP PROPERTY
II \
x -s �
I l i i ,,— STUB
{1t1l 11
1 11 11 11 71 1 23611 2351 1 1 1 II 1 1234 23314232 1 11 1 1 2311123011
240 12391 2331 123 1 1 1p OPOSED TRM DRA1GE '
1240112391
1 PROPO E SANITA SYSTEM P.) DITCH X-8 REMOVAL -2,355 LF
SEWER Y TEM TYP
241 I'
242
243
1`
LN ��
1 226 1 227
1 11
ine WI -501 7 _G.o
r223 _4ti
2219
k
202
I �
DITCH P-11 NEW = 2,415 LF
I �511
STUB
PAIS: VM011 SCALE
NCE PRw, . -W— WI -sot
CRAvn MAaAlncmlon ROR¢ pAL' w+141nwBe
CE45N EC NMC 1 1
C1IECKEO RMC I'CRPCAL:
"lM NOR. PMC eA
cRAn1s: %AXT1 8M I1C PI AM +�*'
NOT FOR
GRAPHIC SCALE
00 0 50 100 200
1 inch = 100 ft.
IMPACTED AREAS
JURISDICTIONAL DITCH
m� EXISTING DITCH MUCK& CLEAN OUT
PROPOSED DITCH
PROJECT LIMITS
J IMPACTED DITCH SECTIONS
TREE & DITCH
SAVE AREA
LOT SETBACKS
TRADITIONAL
Trask Land
BLAKE FARM SF -1 SUBDIVISION
< /f ij(~` RE n
1�iLriCJ �.1\L�Lrl!
rRCNT 14
Inc.
REM 10
_
�'
TOPSAIL TOWNSHIP
243 North Fronl Street
Southern Environmental Group,
5375 South College Road. 5ulle, E
��
',SLAKEFARM;
PENDER COUNTY NORTH CAROLINA
Wilmington, North Coroilno 28401
Phone: [phone] , l [phone]
Si Cr
wlmioglon. North Calm. 28412
Phone: [phone]
1202 EOStwood Road
,
WETLAND IMPACT
Wilmington, INC 28403
_
NC L1C. No. r-1737
www.mc u—eed.—
[phone]
PAIS: VM011 SCALE
NCE PRw, . -W— WI -sot
CRAvn MAaAlncmlon ROR¢ pAL' w+141nwBe
CE45N EC NMC 1 1
C1IECKEO RMC I'CRPCAL:
"lM NOR. PMC eA
cRAn1s: %AXT1 8M I1C PI AM +�*'
NOT FOR
GRAPHIC SCALE
00 0 50 100 200
1 inch = 100 ft.
IMPACTED AREAS
JURISDICTIONAL DITCH
m� EXISTING DITCH MUCK& CLEAN OUT
PROPOSED DITCH
PROJECT LIMITS
J IMPACTED DITCH SECTIONS
TREE & DITCH
SAVE AREA
LOT SETBACKS
TRADITIONAL
TND LOTS
SIOL 5
rRCNT 14
0
REM 10
10
n'.+ -t, V_4
X-8 will be removed from its source
to the intersection with Wetland C.
Ditch P-11
P-11 will replace existing ditch X-8.
This proposed ditch is approximately
2,415 LF, begins at the NW property
line of SF -1 and extends to Atlantic
Avenue 48" Cross -Pipe. The ditch
bottom elevations mimic those of
existing X-8.

N
0
STUB
Aft
'lllry _.I+` eN>llavE II'_ ll� flm rn
Nf,
r DITCH X-8 D
N h l ' I N 1'I N Ill N t o
ti
,
ry II� Ilm I � q�111�
Twi%n
rIl�,LVrJIN IIN
LS_ JIEGAR S7 I
_ -1 � II�'llm Imo• II� fl� N lln Ih Ilrn II
N IIN } N I�IV J ii hIN hI�N IIN IISN'
LJLJL — r`�L JLJLJL-
STUB T
GRAPHIC SCALE
300 0 150 300 600
1 inch = 300 ft.
r l !
/ I l
r --
I I
4 / /
3igg2µPG1�92f DITCH X-7 A
_,r
-1
DITCH X-8 B \`
r
mi
SUB
DITCH X-6 D
DITCH X-6 C
DITCH X -8A
,� �( ! CH X-4 B
DITCH X-8 C %" /< h 'N. rL ltl`� —� l '
DITCH X-6 / 1
DITCH X-3 D
'++ idr +riii+r+iii[++iirtipi+rgrri'rrrtl , n� 11 l n 4 ! /7 Y 1
rrr rrr +r krrrrr;;r rr ;; rr ��, DITCH X-6 A0
. , I ,.
�1�,y
�'c.i/ / - DITCH
\ r Jf \s
DITCH X-5 A DITCH X-4 A
DITCH X-5 B (�"� '/ �'�> , ,'; DITCH X-3 B
\� `/(� ! e / v - / I r+. r;+l 11 irei+'ry�\ �C/w / /r /� ' f1 r' ` • I t i� { ~/ f sL / 7
DITCH X-1, X-2 C I II �AIiaS�b 1s�u6 1;
I � ! / No �/ � 4 \r\++\�'r�'r'rii+���;iii" i I +i ��i)'r I r — \i _ ��-✓ ; (/
_,rl _ , •rl I � ,
STUB
•, 1 )�/��\\\\ \ �VV�1l�rrV _ �.r.`\j r NII � U=I --1 -� ( 1_ti_// •-
/ \\ 1 }
EXISTING DITCH JN,ti _ it `
DITCH X-1, X
BLAKE FARM AMENIT_ Y AREA—� j '
•� S
DITCH X-1, X-2
EXISTING DITCH r / ` ! r1-=
♦ BLAKE FARM SF -1 SUBDIVISION
NflC &CREED Trask Land TOPSAILTOWNSHIP
Southern Environmental Group, Inc. PENOER COUNTY NORTH CAROLINA
243 North Front Street
5.316 South College Rood, Suite E
Wllmcngton, North Corollra 28401 Wilmington, North CorolTno 28412 % BLAKE FARM 1
Phone. [phone]. Fax: [phone] Phone[phone]
1202 Eastwood Road
NC UG Na. F -,Y]2 Wilmington, NC 28403 SECTION VIEW KEY
UQ
N,. -1222 cam [phone]
4 \
/
.��r ' ' } " DITCH X-1 A
M
o4 E. 0,2,E S�A�E y DITCH X-1 B /
L PROD. �S d
XSM
NOR2 oFL
NA.MA&PoMCM,PH
DC.E NprEtltER RMC
ED RMC
YERIICAL: IG S 1 \' �\\/ �
PRW- MCR. AMC tz -- - BLA\KE FARM BLVD
soros: WETLANDS PLAN "10 EXTENDS TO HWY 17
NOT FOR CONSTRUCTION

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O
O
O
A
CL
m
0
w
N
0
ti
A
0
Lh
A
W

a
v
v
0
v
b
N
N
0
x
m
a
0
O
O
Lr)
N
QI
Q
rn
C71
a
to
Q
N
a
v
on
CM
O
O
0
b
LO
N
9M
45
45
45 45
45
45
45
45
LAMBOLL ST
BENT OAK DRQ
40
40
40
40
WETLAND C 40
40
40
TEMP,
IMPACT
TEMP. IMPACT
35
35
35 35
35
35
35
35
X-6 PERM. IMPACT
X-6
X-6
30 x 5
30
30 WETLAND C 30
30
30
TTFFFEfT
:3j0---It1tff30
rNj
y
raj Hn \
N b ` N
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n ro �i
ai
Hn n
16
O O
O i
N
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O O CEO
O to C
O
O
O O LO
In O N
O
O O
+ +
I--
+ + +O
+
+ + +
+
+ +
O O
+
O O
O
O
O
O
DITCH X-5 B
DITCH X-6 A
DITCH X-6 B
DITCH X-6 C
X-5 AVG, DEPTH - 2'
X-6 AVG. DEPTH = 2'
X-6 AVG. DEPTH = 2'
X-6
AVG. DEPTH
= 2'
45
45
45
W
CONST, WETLAND
40
CONST.
WETLAND
40
40
40
35—
-
35
35
35
X -7x-6
30
CONST.
30
30 TV
30
WETLAND
25
25
- N
n
O O O
O to O
T
+ + +
O O
O o r7
O o a
+ +
�0
+
DITCH X-6 D
DITCH X-7 A
X-6 AVG. DEPTH = 2'
X-7 AVG. DEPTH = 2'
1 DACE: OIrz4241
� Trask Land BLAKE FARM SF -1 SUBDIVISION �� ���u�„XS—io
a,Vi�j r[�lr�f�fn+. TOPSAIL TOWNSHIP DRAMS IAAg,RMND In
l��W�''""Southern Environmental Group, Inc. PENDER COUNTY NORTH CAROLINA °Es+Dr'ED""�cI `-F243 Narth Front 8lreel 5315 South Callege Road. Suite L CHECKED nmc --
Wilmington, North Carolina 28401 «< 4YImin9fon, North Carolina 28412 . SLAKE FARM crew. urge. WING 14
Phone: {910)343-1048 , Fox: [phone] 5f �` Phone: [phone] Eastwoad Road
Wilmington, NC 28403 aw —5B THROUGH X -7A SECTION VIEW s1A1us, WETLANDS
wwUC N, r 1222 (910) 799-87" NOT FOR CONSTRUCTION ----
kimcreed.com

DITCH X-8 A
X-8 AVG. DEPTH = 3'
45
45
0 0 o 0 0 0
0 0 o 0 0 0
CD N r 7 d Ln
DITCH X-8 C
X-8 AVG. DEPTH = 3'
45 45
0 0 0 0 LO
o Ln o to I__
0 0
DITCH X-8 B
X-8 AVG. DEPTH = 3'
ii
466 Trask L BLAKE FARM SF -1 SUBDIVISION
�V� l� /11 r/TA /f C1 \ TOPSAIL TOWNS NIP
�NI i�ll�/l(� Southern Environmental Group, Inc. PENRER COUNTYNORTH CAROLINA
243 North Front Carl CREED
5315 South College Road, Suite E 1.8LAK£FARM
wiimingtan, Norah Cnrdina 28401 `,r �. Wilmington, North Carolina 28412
40
Phone: [phone] , Fox: [phone] Phone: [phone] Eastwood Rood( -8A THROUGH X-81) SECTION VIEW
Wilmington, NC 28403
Nc Lr_ Na F-1222
www.mcklmcreed.cam {910) 799-8755
rn r
DITCH X-8 D
X-8 AVG. DEPTH = 3'
.ASC: 01.4.11 SCALE XS—�0
yeE ppgl, / oss2sc4
al A MABIPMGMIOk HCRIE Tau: wa
DENGNED PIAL
CHECKED FW YTRnCAL
s1A�us DS PLAN H19O1
NOT FOR CONSTRUCTION ----
45
1 1111
1'
r�
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111
1
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1 1111
11
1 !
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1
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1111111 1 1
illllllIllir
I
1 1
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1=Illl�ll�lilll
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lrlllilll
1 111111111
1�1
111
111
1 i iiiirllilll�l
11
1111
lllllllililllll
lil��
1
1
iil�lll!!
illi!
ii
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•
•
•
0
• •
0
0
•
•
•
• to
•
Ln
•
•
•
•
466 Trask L BLAKE FARM SF -1 SUBDIVISION
�V� l� /11 r/TA /f C1 \ TOPSAIL TOWNS NIP
�NI i�ll�/l(� Southern Environmental Group, Inc. PENRER COUNTYNORTH CAROLINA
243 North Front Carl CREED
5315 South College Road, Suite E 1.8LAK£FARM
wiimingtan, Norah Cnrdina 28401 `,r �. Wilmington, North Carolina 28412
40
Phone: [phone] , Fox: [phone] Phone: [phone] Eastwood Rood( -8A THROUGH X-81) SECTION VIEW
Wilmington, NC 28403
Nc Lr_ Na F-1222
www.mcklmcreed.cam {910) 799-8755
rn r
DITCH X-8 D
X-8 AVG. DEPTH = 3'
.ASC: 01.4.11 SCALE XS—�0
yeE ppgl, / oss2sc4
al A MABIPMGMIOk HCRIE Tau: wa
DENGNED PIAL
CHECKED FW YTRnCAL
s1A�us DS PLAN H19O1
NOT FOR CONSTRUCTION ----
45

�s
201110
\\ PROPOSED , . , . • : ; :.
CONSTRUCTED
s _ v — sc° HILL 23 5s2NP Y — /^ _ n{ ; , .. WETLAND
STUB - ��70' ...
P-�� �, _rte - �_ 1 f , ��\gg � i \„ 111 \ O ; ;
72\
6 r/ (<\tss �/ X•6
229 SII I I 202 J1L1[111111A�11 tC.l61U�5LFJIL--1�y-7� 195 //lr9a P-� I
JI" -- \/C�J/1193 !I fir'-� I' -�f—`I(-"I( 131 ! _`% -4\` • • . .
IT 7r\ ` !7 192 1 1164 . . . , , . .
231 1 I I I I 205 06 / _I[ f l- - ! I t 183 182 161
-�� z27�122811 l 7031V 20 JIL_�` 07 � �JL._J _ II II !r `7r_ triii' +r 7 w1g0 r L _ /- , .
_ _ P-8 '
23? � �.--"11 � l -_J C 08 - ✓_ ! r� rr+h== �
I i
ZX� 226,r-�rarriIIriI,~'_ 4iii1I'1I ~ r� Jr�7/7`6Js� !Z /J! `1L7✓0 � 'L�!! ! 1�7Cr7, 1 1 1 5 8 Q/I ay 15_75qr ,56�7 ' 1 r �L ,�13�\\6 �`/ 7� '2
r .'/ /�� \<` t.\JsX72J\8 % 29/% `%7/�e�/• r �'76
233 157
63 NEW SANITARY ITAR
Y
157SEWER PUMPPLURIS HAMPSTEAD
WWTP Q L -J 12 84 STATION
\ -JP
SIN pririrrrii"'iiii+'ii'r'++rirrn,rrriiryie'+6+rr + / C 125 % 5 / II // 9\ \
l r' -If LLlr-ir'lrvlr-fir- •:. .., rr',?h!rrr,:('r?rrii,"+ri"rir+�n. 1 137 `�✓ . }
11224 11 11 I f I I I I l l I , r f—
237 � I I 11223 11222 I 1227 I 1 220 I 1219 11248 11217 11 218 I 1 275 11 214 I1 I 1 �f
�JL_JL_ II II 11213111771fl176!! �r_71'�,;rr!u+i?+r .tinier. 138 / 124') � /84�/ ) L80 -J �_=� X'3
236 _ JL_JL_JL�JL_JL_JL� _J L �, 1 175
•-�C/�'T !1173 /! � J irn r rrp 4rnr�ul', ! : _I/' � !
r�r-�r�r�r-���r-�r�r-�r-�r�r � ,,,. ,r,r'[„ ;' 'CJ •
'I f-' J(`� / t72 ! 152 •!+4;" !! 88 ! / 8 �� ! P
1241 II 1242 � 11243 1 11244 i f245 � i248 I X247 I f248 X249 � 11250 � i251 F X252 '253 II 11254
�JLJLJL J JL JLJLJJJLJLJLJ JL JL l 18011 7 147 ",r pr;;'q,+r+ iiiiii /I 90
STUB ( ����4 81 i82
- CAKEFA
_- /92
-
�
� C`J/ 49 48 14�/ 144 118 108 +rre �Ir"
✓✓/ 145 / 118 ' / t07 / / + "Ci'rr'i+"uti � � - /
105 ?hii'/,�h+i'ifhr++'r'i'f''tid J 9 8 ' 11 SII 5411 5311 52 1
FIRE HYDRANT TYP. 748 77 / 708 / / 4r+"',r"'r+r`r'r i ' .� ]r s8 55 Il 1
/ 'nll"r`l,, n4 'rrr C / •r VI 11 11
i � � 18 / i / 104 '+!+�+r +n4'i r'rhinr`r�i;riia � rirr' rr VL _JL JL STUB
All, IRry��H+
102 4it&%I '1rrrIr
L F 1❑ �0 ,_9 18 }7 1-8 iSl rf= ia# 13
X100
49 o
?rrr 112 1-
12
} 143 99 I • „"r'+�r)' SAS ¢ 1 2 23 24 5 2e�i 12 -
( 98 1 '+rrr L _ I 11
LEGEND-�
I 97 � qp r. X• �- - 10
1, n -
55 SANITARY SEWER .I 98 l '.lrrrJ�,, r46 I¢ 9__�
izr—txw WATER LINE '+err _ z9 28 2� a
STUB ;;/ '; 45
STORM LINE
'r r,
EXISTING DITCH li++ ;r_ L44 34 35
CO -
N
rriliii i(iii \43 �
r
L e_ �
`
_
BLAKE FARM AMENITY AREA39
41 1140 1 L -
C OUTLET BOX FOR
-'. l
'
r=LINEAR POND
GRAPHIC SCALE
•
''rnr . rryrr .r„ rrr /
;'
3
300 0 150 300 600
, , ; ; ' ;
"•,",r' "'r',1"'
SYSTEM
6m pm iiiiiiiiiiiiiiiiiiiiiiiii—m�
Omni
"0';•i„i�
J it„+,;, r4;
1 inch = 300 ft.
OA1E:
5
•
V Trask Land
REED
�v 1VI�11
-
// ...
�i
BLAKE FARM SF -1 SUBDIVISION
TOPSAILTOWNSHIP
PENDER COUNTY NORTH CAROLINA
ULM PRM I 0652594 SCALE CU101
DRnxei
o[sauEo rolc
1
'
y
-/✓
X_i
BLAKE FARM BLVD
243 Norlh front Streel
,an,
qw
',
CHECKED M6xr.'v..
EXTENDS TO HWY 17
Wilmington, Norih Carolina 28401
BLAKE FAFUS,'
i>Aa. ual. Halc
Phone: (910).34J-1048, Fox: [phone]"
,202 Eastwood RoadNw,
Wilmington, NC 28403
UTILITY MAP
sums �,.xw
WETLANDS PLAN
-
/
x° UC. Na F-122] [phone]
NOT FOR CONSTRUCTION
�S�gtH
mckimcmed.com
i•,
ME _
CO -

a
00
v
v
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E
a
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C4
00
CJ
O
0
O
to
N
rn
?a/
.S
h
30
10+00
GRAPHIC SCALE
HORIZONTAL
1 inch = 50 ft.
h 25 50
5 U
1 inch = 5 ft.
VERTICAL
v PLAN & PROFILE PROPOSED DITCH P-7
11+00 12+00 13+00
]ROPOSED
RADE
40
30
14+00 14+57
Trask L
_ as v1MF M&CREED
Rxo v9ca
243 North :rant Strwt1202 Eastwood Road
BLAKE FAFt !
rth
1r/RiFpten, NaCvolYw, 28401 _
�,K ,�„ wY Phan4e (910 1048 rmc 910 261-8282
( )
NC LC Rn. r-1222 Wilmington, NC 29403
°"°'s °"� www.mckirncreed.com [phone]
i
LOT 85 AND WETLAND "C" INSET
lit
10
WETLAND "C" CONSTRUCTION SEQUENCE:
1. INSTALL PHASE 1 SEDIMENT AND EROSION CONTROL AND
SILT FENCE ALONG TEMPORARY IMPACT AREA. BEGIN
CLEARING AND GRUBBING OPERATIONS, ROUGH GRADING
OF THE SITE AND INSTALLATION OF THE STORM WATER
COLLECTION SYSTEM.
2. ESTABLISH TEMPORARY AND PERMANENT IMPACT AREA
OF WETLAND "C" FROM BENT OAK DRIVE RIGHT OF WAY,
3. COMPLETE CONSTRUCTION OF BENT OAK DRIVE ROADWAY
COMPLETE AND LOT PAD GRADING OF LOT 85.
4. STABILIZE SIDE SLOPES TO CONSTRUCTED WETLAND. IF
RELEASED BY SEDIMENT AND EROSION CONTROL
INSPECTOR, REMOVE WETLAND PROTECTION MEASURES,
F
7M2�.
VERRCAL 1
LLR_01M RMC 1 1
sura& WETLANDS PLANJ
NOT FOR CONSTRUCTION
ROP
SED
RAD
STA
T O
PR
POSE
DI
H P-7
—
EXI
TING
TOP
OF BA
NK
L E V.-
37.0
C
TLA
DS
BO
TOM
F P
7 EL
V.13
-----------------
_00
C -
-
—
�
TO
OF
_--
-
48"
CP-
---
18.4'
(3)--36"
CP
--
--_
-
-L--
----
- O T
FIEW
----
t f)!-----
----
--
—
ADW
LL
�-
'
fv_:Jt
50`of
:35.50
IN
:35.
BO
TDM
F
DI T
H EV
L:
v PLAN & PROFILE PROPOSED DITCH P-7
11+00 12+00 13+00
]ROPOSED
RADE
40
30
14+00 14+57
Trask L
_ as v1MF M&CREED
Rxo v9ca
243 North :rant Strwt1202 Eastwood Road
BLAKE FAFt !
rth
1r/RiFpten, NaCvolYw, 28401 _
�,K ,�„ wY Phan4e (910 1048 rmc 910 261-8282
( )
NC LC Rn. r-1222 Wilmington, NC 29403
°"°'s °"� www.mckirncreed.com [phone]
i
LOT 85 AND WETLAND "C" INSET
lit
10
WETLAND "C" CONSTRUCTION SEQUENCE:
1. INSTALL PHASE 1 SEDIMENT AND EROSION CONTROL AND
SILT FENCE ALONG TEMPORARY IMPACT AREA. BEGIN
CLEARING AND GRUBBING OPERATIONS, ROUGH GRADING
OF THE SITE AND INSTALLATION OF THE STORM WATER
COLLECTION SYSTEM.
2. ESTABLISH TEMPORARY AND PERMANENT IMPACT AREA
OF WETLAND "C" FROM BENT OAK DRIVE RIGHT OF WAY,
3. COMPLETE CONSTRUCTION OF BENT OAK DRIVE ROADWAY
COMPLETE AND LOT PAD GRADING OF LOT 85.
4. STABILIZE SIDE SLOPES TO CONSTRUCTED WETLAND. IF
RELEASED BY SEDIMENT AND EROSION CONTROL
INSPECTOR, REMOVE WETLAND PROTECTION MEASURES,
F
7M2�.
VERRCAL 1
LLR_01M RMC 1 1
sura& WETLANDS PLANJ
NOT FOR CONSTRUCTION

a
1n
N
N
N
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a
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3
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Sn r
11111111
llllll
AMENITY ARE 111
�a
WETLAND E EXISTING GRADE _
+/- 37.0'.
PROP GRADE = 37' `
ROADSIDE SWALE ON BFB ELEV
= 36'
i � r
EXISTING DITCH
E -
WETLAND E - PLAN VIEW
PROPOSED BLAKE FARM BOULEVARD
ROADSIDE SWALE
GRAPHIC SCALE
100 0 50 100 200
1 inch = 100 ft.
0#
45
40
35
30
Ln
t`
f`7
10+00 11+00 12+00
SECTION E -E
50
45
40
35
\30
WETLAND E EXISTING
GRADE - i1-370'.
PROP (1XAOE = 37'
ROAD5IDE SWALE ON BFB
EUV -36'
WETLAND E - CROSS SECTION
PROPOSED BLAKE FARM BOULEVARD
ROADSIDE SWALE
uu
x;ATE:
243 North Front Street
%Wn mgL—. North Carolina 28401
Phone, (91D)343-1046 . Fa.� [phone]
www c1* ki-.d,—
Trask Land
" 13LAKE FARM:
1202 Eastwood Road -
Wilmington, NC 26403
[phone]
BLAKE FARM SF -1 SUBDIVISION
TOPSAIL TOWNSHIP
pENDER COUNTY NORTH CAROLINA
y11R0+1 SCALE we r.t x+x.
YCE PRa , �5z�o, cP-1oz
oR�'M+
DESMED
KRIICAL; 1
atECK[o nA1c �A
arses. M. ROG
WETLAND E BFB ROAD CROSS
SECTION VIEW
k
51An,s, WETLANDS PLAN
NOT FOR CONSTRUCTION11
-VISIONS
EvMMMkv.M.
I
IRMO
�i
W£CE
gloom
mom
10+00 11+00 12+00
SECTION E -E
50
45
40
35
\30
WETLAND E EXISTING
GRADE - i1-370'.
PROP (1XAOE = 37'
ROAD5IDE SWALE ON BFB
EUV -36'
WETLAND E - CROSS SECTION
PROPOSED BLAKE FARM BOULEVARD
ROADSIDE SWALE
uu
x;ATE:
243 North Front Street
%Wn mgL—. North Carolina 28401
Phone, (91D)343-1046 . Fa.� [phone]
www c1* ki-.d,—
Trask Land
" 13LAKE FARM:
1202 Eastwood Road -
Wilmington, NC 26403
[phone]
BLAKE FARM SF -1 SUBDIVISION
TOPSAIL TOWNSHIP
pENDER COUNTY NORTH CAROLINA
y11R0+1 SCALE we r.t x+x.
YCE PRa , �5z�o, cP-1oz
oR�'M+
DESMED
KRIICAL; 1
atECK[o nA1c �A
arses. M. ROG
WETLAND E BFB ROAD CROSS
SECTION VIEW
k
51An,s, WETLANDS PLAN
NOT FOR CONSTRUCTION11
-VISIONS

RAG E i
DRIVEWAY (20')
SETBACK FROM ROW .?
EXISTING GRADE
�r
uj DAYLIGHT TO WETLAND
0 BACKYARD
a
ti
PROPOSED GRADE PERMANENT IMPACT
TEMPORARY IMPACT
PROPOSED IMPACT, LOT 57
45 45
25' WETLAND
FARMHOUSEY IMPACT ZONE
G RADE
ADE
0+00 0+50 1+00 1+50 2+00
GRAPHIC SCALE
60 0 30 60 120
1 inch = 60 ft.
- A�sI,S�o/ SCALE eGP103
Trask Lan BLAKE FARM SF-1 SUBDIVISION ,�,�a, cP,o3
4NR0M&CRMD
TOPSAIL TOWNS HIP per,++ MCH
-' PENDER COUNTY NORTH CAROL4NA a�� IWO YERTChL '� C3
acam RMc
ADDRESS BLAKE FARM PRO& MOR. RMc
gTYSTATEZIP
PHONEFAX 1202 Eastwood Roes WETLANDS IMPACT MAP
Wilmington, NC 28403 ANS
MC UG H . F-1132
r .mctrnaeedcan [phone] NOT FOR CONSTRUCTION
SETBACK BEGIN WET
ROW
DRIVE TEMPORARY
40 40
PROPOSED
GRADE
GR
3 5
__
3 5
/-1
N1

LEGEND
GWLDW tAND ZONE
SI WATEK ZP[
GEFP P00. Iln FIX48FY Tq[
TOPSOIL SPECIFICATIONS
TOPSOIL TO BE ADDEO TO TOP OF CONSTRUCTED WETLAND SHELF IF
NATIVE SOILS ARE NOT SUITABLE FOR GROWTH OF SELECTED RANT
SPECIES.
TOPSOIL SHALL BE WELL MIXED, FREE OF TRASH AND DEBRIS.
UNCOMPACTED. AND VOID OF
LARGE (>2 INCHES) AND WOODY
MATERIAL (>3 INCHES).
TOPSOIL SMALL MEET TME FOLLOWING SPECHCALONS:
SOL TYPE: CLAY < SOX, SAND < 90x. SILT < A0%
ORGANIC CONTENT: 5-9
X
P-1: 20<50
PH: 6.0-7.0
IN THE EVENTMAT SELECTED TOPSOIL DOES NOT MEET SPECHCANOI
uSmu ABOVE. SOIL CAN BE AMENDED BY ADDITGN OF APPROPRIATE
MATERIALS.
UPON PLACEMENT OF TOPSOIL. AREA SHOULD OC LIGHTLY COMPACTED
TO ENSURE STASUZ.4TON OF MATERAL
E%CLSSINE TRAFHCKINO aF EQUIPMENT OVER CONSTRUCTED WETLAND
PLANTING AREAS SHOMLO BE AVOIDED,
MINIMUM DEPTH OF TOPSOIL SHOULD RE 12 INCHES,
GENERAL PLANTING NOTES:
PREVENT FROM COMPACTING TOPSOIL, ID PROMOTE HEALTHY
ENVIRONMENTAL CONDITIONS FOR THE PLANTS.
RANTS OF THE ,AME SPECIES SHOULD BE PLANTED IN CLUSTERS,
THESE CLUSTERS SHOULD CONTAIN 4-$ PLANTS OF THAT SPECIES.
ALL PLANTS SHOULD BE PLANAO IN THE SKG IED ZONE TO ENSURE
SURVIVAL
AVDD P TING WDINDUAL SPECIES IN URGE GROUPS BY SPACING
MUSTERS A MIN. OF V APART.
ALL ZONES TC BE RANTED MATH BARE NCCT. RUGS. OR CONTAINER
LIVE PLANTNOS AS SPEDRED
SEE PLANTNO DETAIL FM PLACEMENT OF PLANTS.
BECIN PLANTING WRING LOCAL GROWING SEASON IN ORDER TO
ENSURE THAT PLANTS HAVE ADAOUET TIME TO ESTABus8 BEFORE
WINTER MONTHS.
FRESH PLANTS TILL BE CBTANED FROM A NURSERY AND WILL BE
STORED WITH ROOTS IN MOIST $OILS.
PLANINGS WILL BE INSPECTED AND MAIN IAINED. RANTS MU BE
INSPECTED FOR WASHOUT. WASHED MI RANTS W41 BE REDUCED.
A SUITABLE STAND OF WETLAND PLANTS RILL BE FSTARIJSHFO WITHIN
B MONTHS OF PLANTING. A 901E SURVYAL RATE MEETS THIS
OBJECTIVE. SUPPLEMENTAL PLANINGS TILL BE PROVIDED AS NEEDED
TO MEET THIS CRITERIA
THE SPECIFIED PLANT MATERIALS WAY BE OBTAINED FROM ANY
NLRSERY, INCLUDNG: COASTAL PLAIN CONSERYATpy NURSERY, 3067
CONNERS DR, EOENTCN, NC 17932. [phone].
SEEDBED PREPARATION
CHISEL COMPACTED AREAS AND SPREAD IOPSDL 3 INCHES DEEP OVER
ADVERSE SGL OCNDITGYS, K AYAILABUL
RIP THE ENTRANCE AREA TO 6 INCHES DEPTH.
REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS i AING
SURFACE REASpHABLY SMOOTH AND OKTORIA.
APPLY ACAICULNRAL LIME. FERIIUZER. AND SUPER PHOSPHATE
UNIFORMLY AND MIX WITH SM (SEE BELLOW).
CONTNOE TILLAGE UNTL A WELL - PULVERIZED, FIRM, REASONABLY
UNIFORM SEEDBED IS PREPARED 4 TO N INCHES DEEP.
SEED ON A FRESHLY PREPARED SEEDBED AND COVEN SEED LIGHTLY
'MTH SEEDING EQUIPMENT OR CULTPACK AFTER SEEDING.
MULCH IMMEOIATELY AFTER SEEDING AND "MDI MULCH,
INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND
SHOULD BE OVER BOF DAMAGED. REESTABLISH FOLLO'MNG ORIGINAL
UWE FERTILIZER AND SEEDING RATES.
CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABUSHEO.
• APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE
FERTUZER - IOMLBS/ACRE (10-10-10)
SUPER PHOSPHATE - SOT LES/ALRE (20X}
IMICH - 2 TONS/ACRE (SMAU. GRAIN STRAW)
ANCHOR - ASPHALT EMULSION AT 43D GAL
ASF'::F
FORE "AY DEEP POOL ft"
1,786 SF SURFACE AREA /
SED. STORAGE EL: 34.00' r
BOTTOM ELEV. 33.00' }
159 }
NON-FOREBAY DEEP POOL
2,405 SF SURFACE AREA 1\
SED. STORAGE ELt 34.00' I \ }
BOTTOM ELEV: 33.00'. ( S 1{{
OUTLET STRUCTURE;' \ �'
SEE DETAIL. THIS SKEET I\
CONSTRUCTED WETLAND ##4
\\+7/ SCALE: 1' - 20'
TEMPORARY POOL\-
� ELEY: 36.50'
I '
++ + \\\� /SHA\ W LANG ZONE \ 1)
+ + 4 + + / 8,882 SF SURFACE AREA
+ +
h�
+ +
H. + + +
\i\
1 ------ -
.'✓�-Y INV: 34.95
FOREBAY DEEP POOL
\ 736 SF SURFACE AREA
SED, STORAGE EL: 35.00'
BOTTOM ELEV: 34.00'
RE ACl.,ni \ �- _
SHALLOW WATER ZONE
9.776 SF SURFACE AREA
BOTTOM ELEV. 36.00'
+ + +
+ + +
+ + +
++++
NORMAL WATER SURFACE +H. I \\
PERMANENT POOL ELEV. = 36.00 1
+
+
FCREBAY OFEP POOL
1,243 SF SURFACE AREA
SED. STORAGE EL: 34.00' \ I
BOROM ELEV. 33.00' F
6 I w
P
FOREBAY DEEP POOL
405 SF SURFACE AREA
SEC. STORAGE EL: 35.00'
BOTTOM ELEV. 34.00'
SHALLOW LANG 20NE SHALLOW WATER ZONE
(UP 70 12• ABOVE PERMANENT (DEPTH VARIES Mm 3-6'
POOL) BELOW PERMANENT POOL)
1. VEGETATE ALL ZONES AS SPECIFIED IN NNE PUNTING CHART FOR EACH ZONE,
2. APPROXIMATE A DF EACH ZONE:
FOBEBAY - 15X, DEEP POOL - JO& SHALLOW WATER - 4OX, SHALLOW LAND - 35%
CONSTRUCTED WETLAND ZONES
TEMPORARY SEEDING
CRASS TYPE
GRASS TYPE AMOUNT/
TIME OF INITIAL
1000 S.F.
SEEDING
RYE OMAN 1 I-2 LBF I
APRIL - .UNE 25 LBS. 10-10-I0
BROIIZNTOP MILLET 1-2 LBS I
,RINE - AUGUST 25 LRS 10-10-10
1-2 LBS.
APRIL - TUNE
PERMANENT SEEDING
CRASS TYPE
AMOUNT/
TIME OF
INITIAL
36.50'
1000 S.F.
SEEDING
10 -YEAR:
BERMUDA,
COMMON
1-2 LBS.
APRIL - TUNE
25 LBS 10-10-10
FESCUE, TALL
5-7 LBS
JUNE - AUGUST
15 LBS 10-10-14
(KENTUCKY 31)
\
FIB. -DC7.
SEHCE,
f5 REP SPACEO
LESPEOEZA
1-2 LBS
MARCH - APRIL
25 LBS 10-19-10
(SLOPES
FOREBAY/NDN IORCRAY
VFT AND ]DNF
(DEPTH VARIES FROM 18-36'
BELOW PI IENT POOL)
09 t
.�UFM4&CREED
243 Nath Front StrMt
North �yq 26410
1TIIDFIR (2m�104E, Foe (210)251 -Buz
CREATED WETLAND
14
1.5" PROPOSED DEPTH:
36.50'
�F.
36.66'
10 -YEAR:
4'x4' REINFORCED CONCRETE
25 -YEAR:
37.70'
RT\
36.23'
4.5'
RISER BOX (ASM C1433)
TRASH RACK
THICKNESS
\
f5 REP SPACEO
v
TRABN RACK 4' O.C.
15 RCOAR SPACED 4' D.C.
I
'RCP
(B' RCP
x.hV 1
,. .-
e
PIPE OUTLET 10
EXISTING DITCH
OUTLET BARREL
q
4• r'
Irr(}III11TTT•"`
V
IpKxi wv x9Y /
< I
I .. . I
OUTLET BARREL
I�
DBnET INV Y5 �`L•1��.�.'.�J — ,�,—
SCALE: t'�20
1-+1
11
INVERT: 35.10'
20 -
GO
4.0' PVC SCR. 40 PIPE RITN
FRONT 45 DEG B"O' DRILL 2.Y
4 F1
HOLE IN CAPPED END
5 If
,iIQE
T�
CREATED WETLAND #4 OUTLET STRUCTURE
NOT TO SCALE
10P OF WE7UND
3BB 5500
�1 1
I 2�1 EME �GENG` SPILLWAY
4VARIES
SEDIMENT STORA(FCREBAY ZONE ONLY)
12TCLASS812' NCDOT BASS 6 RIP -RAP
(d5O 8�) EI 4 NCOOT NO. 5T
WSTONE REDOING WRAPPEC WITH
NON -WOVEN FILTER FABRIC
(SI GEOTEX 001 ON APPROVED
EQUAL)
EMERGENCY SPILLWAY SECTION
NgTT08CA.E
A A
NOTES:
L La IS ME LENGTH OF THE RIPRAF APRON.
2, d - 1.5 TME, TH1 MAXMUM STONE DIAMETER BLIT
NOT LESS 1NAN 6.
PLAN 3. INA WELL - DIMMED CRANNEL EXTEND THE APRON
UP THE CHANNEL BANKS TO AN ELEVATION a 6'
ABOVE THE MAXIMUM TAILWATER DEPTH OR TO ME
TOP OF THE BANK. IHICHEVER IS LESS
LSI 4. A HLTER BLANKET OR FILTER FABRIC SHOIILD BE
NSTALLEO BETWEEN THE RIARAP AND SOL FOUNDATION.
OUTLET PROTECTION DETAIL
STORM ELEVATIONS
.�UFM4&CREED
243 Nath Front StrMt
North �yq 26410
1TIIDFIR (2m�104E, Foe (210)251 -Buz
CREATED WETLAND
14
1.5" PROPOSED DEPTH:
36.50'
DESIGN STORM
2 -YEAR:
36.66'
10 -YEAR:
37.23'
25 -YEAR:
37.70'
100 -YEAR:
36.23'
CONSTRUCTED YJETL4ND OUTFALL PROTECTION
.�UFM4&CREED
243 Nath Front StrMt
North �yq 26410
1TIIDFIR (2m�104E, Foe (210)251 -Buz
WETLAND 4
OUTLET PIPE DIA.
18•
OUTLET FLOW RATE
11.2 CFS
OUTLET VELOCITY
6.8 FT/S
MATERIAL
CLASS A
LENGTH
5.0'
WIDTH
4.5'
STONE DIA.
6'
THICKNESS
9.
.�UFM4&CREED
243 Nath Front StrMt
North �yq 26410
1TIIDFIR (2m�104E, Foe (210)251 -Buz
Trask Land
� � �.\`
SLAKE FARM
1202 Eastwood Rood
BLAKE FARM SF -1 SUBDIVISION
TOPSAIL TOWNSHIP
PENDER COUNTY NORTH CAROLINA
ua PRDJ 4 15 MAY 4 SCALE
YCN-541
DRSIGNEDC MAB, CON, CDN H RZONTAL:
DESIGNED RMC, MAB, COH WA
VERTDAL: 20
CHECKED RMC, RAY, LN.L
PRw. MGH. Ruc wa
SCM 4 LAYOUT AND CROSS
STARS ETEM
NOT FOR CONSTRUCTION
NC UC. Ne. F-1222
wWW.IEIC(111110FNd0ElI1
NAlmington, NC 28403
[phone]
SECTION