20061624 Ver 1_COMPLETE FILE_20061010

\r
W AT ?9QG
co r
O -C
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project #061624
Pender County
Mr. Tom Tucker
315 Friday Drive
Wilmington, NC 28411
November 1, 2006
Subject: General 401 Water Quality Certification #3402
Fall Brook Subdivision
Dear Mr. Tucker:
The Division of Water Quality received your courtesy copy Pre Construction Notification application for a
Nationwide 39 Permit and a 401 General Water Quality Certification #3402 on October 5, 2006. The wetland
impacts proposed are for the purpose of constructing a single family residential subdivision. You are authorized to
proceed with your project as proposed under General Water Quality Certification (WQC) # 3402 (enclosed). This
Certification can also be found on line at: http://h2o.enr.state.ne.us/ncwetlands/certs.htmi. This Certification allows
you to use the Nationwide 39 Permit when issued by the US Army Corps of Engineers. Written concurrence from
the Division of Water Quality (DWQ) is not required provided that you can meet all of the conditions of the General
Water Quality Certification.
If at anytime during construction of your project you determine that you cannot meet these conditions or if there
are any additional impacts to wetlands or water quality not described in your application, you must contact
this office immediately.
If you have any questions concerning this matter, please do not hesitate to call me at (910)-796-7215.
Sincerely,
1
l
Noelle Lutheran
Environmental Specialist III
Enclosure: WQC #3402
cc: Troy Beasley, Withers & Ravenel
Ian McMillan, 401 Oversight Unit
Brad Shaver, USACE Wilmington Q ( (?? Df
Stephen Rynas, DCM Morehead City `'9 Noelle Lutheran, DWQ WiRO (File Copy) NOV 6 . 2006
Central Files
DENR - WATER QUALITY
WETI.ANDS AND STORtW.",TER BRANCH
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877-623-6748 One
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: www.ncwatergualiiy.org NOrthCar011na
An Equal OpportunitylAffirmative Action Employer-50% Recycled110% Post Consumer Paper orthCaQllU

WQC #3402
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE
FOR CORPS OF ENGINEERS NATIONWIDE PERMIT NUMBERS 18 (MINOR DISCHARGES)
39 (RESIDENTIAL, COMMERCIAL AND INSTITUTIONAL DEVELOPMENTS),
41 (RESHAPING EXISTING DRAINAGE DITCHES), 42 (RECREATIONAL FACILITIES),
43 (STORMWATER MANAGEMENT FACILITIES) AND 44 (MINING ACTIVITIES),
AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES)
This General Certification is issued in conformity with the requirements of Section 401,
Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of
Water Quality (DWQ) Regulations in 15A NCAC 2H, Section .0500 and 15A NCAC 2B .0200 for
the discharge of fill material to waters and adjacent wetland areas or to wetland areas that are not
a part of the surface tributary system to interstate waters or navigable waters of the United States
(i.e., isolated wetlands) as described in 33 CFR 330 Appendix A (B) (18, 39, 41, 42, 43 and 44) of
the Corps of Engineers regulations (i.e., Nationwide Permit No. 39) and for the Riparian Area
Protection Rules (Buffer Rules) in 15A NCAC 2B .0200. This Certification replaces Water Quality
Certification Numbers 3106 and 3108 issued on February 11, 1997, and Water Quality
Certification Number 3287 issued on June 1, 2000 and Water Quality Certification Number 3362
issued March 18, 2002. This WQC is rescinded when the Corps of Engineers re-authorizes
Nationwide Permits 18, 39, 41, 42, 43 or 44 or when deemed appropriate by the Director of DWQ.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217
if conducted in accordance with the conditions hereinafter set forth.
Conditions of Certification:
1. Enumerating and Reporting of Impacts:
• Streams - Impacts to streams as determined by the Division of Water Quality shall be
measured as length of the centerline of the normal flow channel. Permanent and/or
temporary stream impacts shall be enumerated on the entire project for all impacts
regardless of which 404 Nationwide Permits are used. Stream relocations and
stream bed and/or bank hardening are considered to be permanent stream impacts.
Any activity that results in a loss of use of stream functions including but not limited to
filling, relocating, flooding, excavation, dredging and complete shading shall be
considered stream impacts. Enumeration of impacts to streams shall include streams
enclosed by bottomless culverts, bottomless arches or other spanning structures
when a 404 Permit is used anywhere in a project unless the entire structure
(including construction impacts) spans the entire bed and both banks of the stream,
is only used for a road, driveway or path crossing, and is not mitered to follow the
stream pattern. Impacts for dam footprints and flooding will count toward the
threshold for stream impacts, but flooding upstream of the dam will not (as long as no
filling, excavation, relocation or other modification of the existing stream dimension,
pattern or profile occurs) count towards mitigation requirements. Any filling,
excavation, relocation or other modification of the existing stream (other than
flooding) must re-establish the same dimensions, patterns and profiles of the existing
channel (or those of a stable reference reach if the existing channel is unstable) to
the maximum extent practical.
• Wetlands - Impacts to wetlands as determined by the Division of Water Quality shall
be measured as area. Permanent and/or temporary wetland impacts shall be
enumerated on the entire project for all impacts regardless of which 404 Nationwide
Permits are used. Any activity that results in a loss of use of wetland functions
including but not limited to filling, excavating, draining, and flooding shall be
considered wetland impacts. Enumeration of impacts to wetlands shall include
activities that change the hydrology of a wetland when a 404 Permit is used
anywhere in a project.

Y
WQC #3402
• Lakes and Ponds - Impacts to waters other than streams and wetlands as
determined by the Division of Water Quality shall be measured as area. Permanent
and/or temporary water impacts shall be enumerated on the entire project for all
impacts proposed regardless of which 404 Nationwide Permits are used. Any activity
that results in a loss of use of aquatic functions including but not limited to filling and
dredging shall be considered waters impacts.
Application. Thresholds - Stream, wetland and water impacts that exceed any of the
thresholds below require a complete application and written concurrence to use this
Certification:
• Total stream impacts of greater or equal to 150 cumulative feet of stream length for
the entire project require written notification to and approval by the Division of Water
Quality, and/or
• Impacts to waters of equal to or greater than 1/3 of an acre require written notification
to and approval by the Division of Water Quality, and/or
• Wetland impacts of greater or equal to 1/3 of an acre east of 1-95 and 1/10 of an acre
west of 1-95 require written notification to and approval by the Division of Water
Quality except as specified below. Any impacts to wetlands adjacent to waters
designated as ORW, SA, WS-I, WS-II or Trout or are designated as a North Carolina
or National Wild and Scenic River and wetlands classified as SWL and/or UWL as
well as wetlands described in 15A NCAC 2H .0506 (e) require a complete application
and written concurrence from the Division of Water Quality to use this Certification.
These thresholds apply for the entire project regardless of the number of Nationwide
Permits applicable to the Certification that are issued by the USACE for the project;
• Written notification to DWQ is required for all applications that propose to use
Nationwide Permit 18. This notification requirement will be satisfied by providing two
(2) copies of the PCN form to DWQ at the same time that the PCN form is sent to the
US Army Corps of Engineers. A formal application and fee is not required unless
DWQ decides that an Individual Certification will be required for the project. In this
case, the applicant will be notified in writing from DWQ within 30 days of the receipt
of the written notification.
• Proposed fill or substantial modification of any amount of wetlands classified in
accordance with 15A NCAC 2B.0101(e)(7) as Unique Wetlands (UWL) shall require
written concurrence from the Division of Water Quality;
Impacts to any stream length in the Neuse, Tar-Pamlico or Randleman River Basins (or
any other major river. basins with Riparian Area Protection Rules [Buffer Rules] in effect at
the time of application) requires written concurrence for this Certification from DWQ in
accordance with 15A NCAC 2B.0200. Activities listed as "exempt' from these rules do not
need to apply for.written concurrence under this Certification. New development activities
located in the protected 50-foot wide riparian areas (whether jurisdictional wetlands or not)
within the Neuse and Tar-Pamlico River Basins shall be limited to "uses" identified within
and constructed in accordance with 15A NCAC 2B .0200. All new development shall be
located, designed, constructed, and maintained to have minimal disturbance to protect
water quality to the maximum extent practicable through the use of best management
practices;
3. Irrespective of other application thresholds in this General Certification, all impacts to
perennial waters and their associated buffers require written approval from DWQ since
such impacts are allowable as provided in 15A NCAC 2B. 0212 (WS-1), 2B .0213 (WS-11),
2B.0214 (WS-III) and 2B.0215 (WS-IV). Only water dependent activities, public projects
and structures with diminimus increases in impervious surfaces will be allowed as outlined
in those rules. All other activities require a variance from the delegated local government
and/or the NC Environmental Management Commission before the 401 Water Quality
Certification can be processed. In addition, a 30 foot wide vegetative buffer for low
density development or a 100 foot wide vegetative buffer for high density development
WQC #3402
must be maintained adjacent to all perennial waters except for allowances as provided
under the Water Supply Watershed Protection Rules. For the purposes of this condition,
perennial waters are defined as those shown as perennial waters on the most recent
USGS 1:24,000 topographic map or as otherwise determined by local government
studies;
4. Additional site-specific stormwater management requirements may be added to this
Certification at DWQ's discretion on a case by case basis for projects that have or are
anticipated to have impervious cover of greater than 30 percent. Site-specific stormwater
management shall be designed to remove 85% TSS according to the latest version of
DWQ's Stormwater Best Management Practices manual at a minimum.
Additionally, in watersheds within one mile and draining to 303(d) listed waters, as well as
watersheds that are classified as nutrient sensitive waters (NSW), water supply waters
(WS), trout waters Jr), high quality waters (HQW), and outstanding resource waters
(ORW), the Division shall require that extended detention wetlands, bio-retention areas,
and ponds followed by forested filter strips (designed according to latest version of the NC
DENR Stormwater Best Management Practices Manual) be constructed as part of the
stormwater management plan when a site-specific stormwater management plan is
required.
For streams classified as Water Supply, High Quality Waters and Outstanding Resource
Waters, post-construction, on-site stormwater management shall be required as
appropriate and as outlined in 15A NCAC 2B .0104(m) and 2H .1000 to.1007,
respectively, in addition to that required in this General Certification.
Alternative designs may be requested by the applicant and will be reviewed on a case-by-
case basis by the Division of Water Quality.
Approval of stormwater management plans by the Division of Water Quality's other
existing state stormwater programs including appropriate local programs are sufficient to
satisfy this Condition as long as the stormwater management plans meet or exceed the
design requirements specified in this condition. This condition applies unless more
stringent requirements are in effect from other state water quality programs.
• Unless specified otherwise in the approval letter, the final, written stormwater
management plan shall be approved in writing by the Division of Water Quality's
Wetlands Unit before the impacts specified in this Certification occur.
• The facilities must be designed to treat the runoff from the entire project, unless
otherwise explicitly approved by the Division of Water Quality.
• Also, before any permanent building or other structure is occupied at the subject site,
the facilities (as approved by the Wetlands Unit) shall be constructed and operational,
and the stormwater management plan (as approved by the Wetlands Unit) shall be
implemented.
• The structural stormwater practices as approved by the Wetlands Unit as well as
drainage patterns must be maintained in perpetuity.
• No changes to the structural stormwater practices shall be made without written
authorization from the Division of Water Quality.
5. Compensatory stream mitigation shall be required at a 1:1 ratio for not only perennial but
also intermittent stream impacts that require application to DWQ in watersheds classified
as ORW, HQW, Tr, WS-1 and WS-11 unless the project is a linear, publicly-funded
transportation project, which has a 150-foot per-stream impact allowance;
6. In accordance with North Carolina General Statute Section 143-215.3D(e), any
application for a 401 Water Quality Certification must include the appropriate fee. If a
WQC #3402
project also requires a CAMA Permit, one payment to both agencies shall be submitted
and will be the higher of the two fees;
7. In accordance with 15A NCAC 2H .0506 (h) compensatory mitigation may be
required for impacts to 150 linear feet or more of streams and/or one acre or more of
wetlands for an entire project. For linear public transportation projects, impacts equal to
or exceeding 150 feet per stream may require mitigation. In addition, buffer mitigation
may be required for any project with Riparian Area Protection Rules (Buffer Rules) in
effect at the time of application for buffer impacts resulting from activities classified as
"allowable with mitigation" within the "Table of Uses" section of the Buffer Rules or require
a variance under the Buffer Rules. A determination of buffer, wetland and stream
mitigation requirements shall be made for any Certification for this Nationwide Permit.
The most current design and monitoring protocols from DWQ shall be followed and written
plans submitted for DWQ approval as required in those protocols. When compensatory
mitigation is required for a project, the mitigation plans must be approved by DWQ in
writing before the impacts approved by the Certification occur, unless otherwise specified
in the approval letter. The mitigation plan must be implemented and/or constructed before
any permanent building or structure on site is occupied. In the case of public road
projects, the mitigation plan must be implemented before the road is opened to the
travelling public. Please note that if a stream relocation is conducted as a stream
restoration as defined in The Internal Technical Guide for Stream Work in North Carolina,
April 2001, the restored length can be used as compensatory mitigation for the impacts
resulting from the relocation;
8. For any project involving re-alignment of streams, a stream relocation plan must be
included with the 401 application for written DWQ approval. Relocated stream designs
should include the same dimensions, patterns and profiles as the existing channel (or a
stable reference reach if the existing channel is unstable), to the maximum extent
practical. The new channel should be constructed in the dry and water shall not be turned
into the new channel until the banks are stabilized. Vegetation used for bank stabilization
shall be limited to native woody species, and should include establishment of a 30 foot
wide wooded and an adjacent 20 foot wide vegetated buffer on both sides of the relocated
channel to the maximum extent practical. A transitional phase incorporating coir fiber and
seedling establishment is allowable. Also, rip-rap, A-Jacks, concrete, gabions or other
hard structures may be allowed if it is necessary to maintain the physical integrity of the
stream, but the applicant must provide written justification and any calculations used to
determine the extent of rip-rap coverage requested. If suitable stream mitigation is not
practical on-site, then stream impact will need to be mitigated elsewhere. Please note
that if a stream relocation is conducted as a stream restoration as defined in The Internal
Technical Guide for Stream Work in North Carolina , April 2001, the restored length can
be used as compensatory mitigation for the impacts resulting from the relocation;
Placement of culverts and other structures in waters, streams, and wetlands must be
placed below the elevation of the streambed to allow low flow passage of water and
aquatic life unless it can be shown to DWQ that providing passage would be impractical.
Design and placement of culverts including open bottom or bottomless arch culverts and
other structures including temporary erosion control measures shall not be conducted in a
manner that may result in aggradation, degradation or significant changes in hydrology of
wetlands or stream beds or banks, adjacent to or upstream and down stream of the above
structures. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested to do so in writing by DWQ. 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
aggradation, degradation or significant changes in hydrology of streams or wetlands;
WQC #3402
Non-compliance with or violation of the conditions herein set forth by a specific fill project
may result in revocation of this Certification for the project and may also result in criminal and/or
civil penalties.
The Director of the North Carolina Division of Water Quality may require submission of a
formal application for Individual Certification for any project in this category of activity that
requires written concurrence under this certification, if it is determined that the project is likely to
have a significant adverse effect upon water quality or degrade the waters so that existing uses of
the wetland or downstream waters are precluded.
Public hearings may be held for specific applications or group of applications prior to a
Certification decision if deemed in the public's best interest by the Director of the North Carolina
Division of Water Quality.
Effective date: March 2003
DIVISION OF WATER QUALITY
By
Alan W. Klimek, P.E.
Director
WQC # 3402
Permit
Subject: Permit
From: Kathy Rivera <[e-mail]>
Date: Fri, 03 Nov 2006 15:26:27 -0500
To: [e-mail], Bev Strickland <[e-mail]>,
[e-mail]
Permit Issued for:
2006-1624 - Fall Brook SD - Pender County
1 of 1 11/3/2006 3:30 PM
Triage Check List
Date: 10/18/06
Project Name: Fall Brook SD
DWQ#: 06-1624
County: Pender
To: Noelle Lutheran, Wilmington Regional Office
60-Day processing time: 10/10/06 to 12/08/06
From: Cyndi Karoly Telephone: [phone]
The file attached is being forwarded to you for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!
Triage Check List
Date: 10/18/06
Project Name: Fall Brook SD
DWQ#: 06-1624
County: Pender
To: Noelle Lutheran, Wilmington Regional Office
60-Day processing time: 10/10/06 to 12/08/06
From: Cyndi Karoly Telephone: [phone]
The file attached is being forwarded to you for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
Is the application consistent with pre-application meetings?
Cumulative impact concern
Comments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!
WITHERS c- RAVEN EL
ENGINEERS I PLANNERS 1 SURVEYORS
October 5, 2006
NC Division of Water Quality
401 Wetlands Unit
Attn: Mr. Ian McMillan
2321 Crabtree Blvd.
Raleigh, NC 27604-2260
RE: Fall Brook Subdivision
W&R Project #03050204.01
Mr. Ian McMillan:
(COPY
20461624
I am sending this to notify you that Tucski Inc. intends to impact 0.095 acres of
jurisdictional wetlands under NWP 39. The proposed wetland impacts are documented
on the enclosed site plan. The proposed wetland impacts are well below the 1/3 acre
threshold for requiring a DWQ permit. Therefore, the applicant is providing this
information as a courtesy for your files. I have also provided Ms. Noelle Lutheran in the
Wilmington Office with a copy of the enclosed PCN.
Please feel free to call me if you have any questions.
Sincerel
Troy Be ley
Environmental Scientist
2 EJ 11 V 2?-=? Do
X-T 1 0 U5
Dtc = 4`? ..i7Y
c. Noelle Lutheran, DWQ Wilmington Field Office
207 Stokley Drive Wilmington, North Carolina 28403 tel: [phone] fax:[phone] www.withersravenet.com
? 1
Office Use Only: Form Version March 05
?04
USACE Action ID No. DWQ No. 6 1 2 4
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing 0 11 R"F
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
i TV-1
ls.f §7 s ?i:
II. Applicant Information E
pr.T ? ? tuu?
1. Owner/Applicant Information
Name: Tucski Inc. - Tom Tucker J)r-Nr<. _ vv;,76;"rl raoAUTY
Mailing Address: 315 Friday Drive YVLR '` ,SA) S '? " ' v14 ;I
Wilmington, NC 28411
Telephone Number: 910-538-5719 Fax Number: 910-686-2406
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Troy Beasley
Company Affiliation: Withers and Ravenel
Mailing Address: 7040 Wrip-htsville Avenue, Suite 101
Wilmington, NC 28403
Telephone Number: 910-256-9277 Fax Number: 910-256-2584
E-mail Address: tbeasley(2withersravenel.com
Updated 11/1/2005
Page 1 of 9
I - t,
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Fall Brook
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 3234-42-6390-0000;3234-33-0918-0000
4. Location
County: Pender County Nearest Town: Rocky Point
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): From Castle Hayne, take
Hwy 117 north. Property is located northwest of the intersection of Hwy 117 and Strawberry
Lane.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 34.4107 ON 77.8895 °W
6. Property size (acres): ±88.0 acres
7. Name of nearest receiving body of water: UT to Turkey Creek
8. River Basin: Cape Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/adinin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is currently utilized for agriculture. The landuse in
the vicinity is a mixture of residential and commercial use.
Updated 11/1/2005
Page 2 of 9
Y - t
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project will consist of a low density residential development. Typical heavy
equipment (i.e. bulldozers, front end-loaders, etc) will be used to construct the proposed
project.
11. Explain the purpose of the proposed work: The proposed project is intended to meet the
demand for residential housing for the growing population of Pender County.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. The onsite wetlands were reviewed and approved by Lillette Grenade
with the Army Corps of Engineers on February 9, 2006 (AID#200501193). A copy of the signed
wetland survey and tearsheet are provided as Appendix 1.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
There are no future plans anticipated for the proposed project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
Updated 11/1/2005
Page 3 of 9

wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The proposed wetland impacts will
consist of the filling of 0.095 acres of jurisdictional wetlands as a result of construction of the
access road for the subdivision.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
se aratel list impacts due to both structure and floodin .
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
(linear feet Area of
Impact
(acres)
Wetland A Fill Linear herbaceous wetland No 3840 feet
Wetland B Fill Linear herbaceous wetland No 3840 feet

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: 8.32 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multi 1 length X width, then divide b 43,560.
Stream Impact
Number
(indicate on map)
Stream Name
Type of Impact
Perennial Intermittent t
? Average
Stream Width
Before Impact Impact
Length
(linear feet Area of
Impact
acres

Total Stream Impact (by length and acreage)
Updated 11/1/2005
Page 4 of 9

5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
indicate on ma Name Waterbody
applicable) )
(if ap
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres

Total Open Water Impact (acres)
6. List t
he cumulative impact to all Waters of the U.S. resulting from the protect:
Stream Impact (acres):
Wetland Impact (acres): 0.095
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet):
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ? No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial.viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Updated 11/1/2005
Page 5 of 9

The proposed project has avoided and minimized wetland impacts to the greatest extent possible.
Wetland impacts have been restricted to the linear wetlands in the southern portion of the
property. These wetlands currently function as agricultural ditches. The project has been
designed to avoid impacting the higher quality, natural wetlands located onsite. The existing
drainage patterns will be maintained in the post-development condition in order to prevent
secondary impacts to offsite wetlands. This will be accomplished through the construction of a
grassed swale along the south side of the entrance road. This swale will connect with the
remaining portion of wetland B, and connect to the roadside ditch along Hwy 117. The ram
swale will not only maintain downstream flow, but will also provide water quality treatment to
runoff before entering offsite wetlands.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://l12o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Updated 11/1/2005
Page 6 of 9

Due to the poor quality of wetlands being impacted and the avoidance and minimization
exhibited by the project design there is no compensatory mitigation proposed for this
project. The proposed impervious surface can be reviewed in the Development Data Table
on the site plan.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Updated 11/1/2005
Page 7 of 9

1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Impact Required
Zone* ,„?Ye F e+? Multiplier
3 (2 for Catawba)
1.5
Total I I I I
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213 .0242 or .0244, or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Currently, the only onsite impervious area
consists of a residential dwelling and associated storal?e building in the southeastern portion of
the property.
XII. Sewage Disposal (required by DWQ)
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.
Sanitary Sewer
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Updated 1 t/l/2005
Page 8 o179

Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
There is no future development anticipated in association with the proposed project at this time.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
.pplicant/Agent's Signature Date
signature is valid only if an authors lion letter from the applicant is provided.)
Updated 1111/2005
Page 9 of 9
} . 1
A CTF,NT AT TTHORIZATION FORM
11
Oct,02 06 03: 26a
AUTHORITY FOR APPOINTMENT OF AGENT
The undersigned owner(s), Tucski. Inc , do(es) hereby appoint _ Troy Bedslev /Withers &
Ravenel Inc as his, her, or it's exclusive agent for the purpose of petitioning the appropriate
kx al, state and federal environmental regulatory agencies (US Army Corps of Engineers, NC
Division of Water Quality, NC Division of Coastal Management, etc.) for, a) review and approval
of the jurisdictional boundaries of onsite jurisdictional areas (wetlands, surface waters, etc.)
and/or, b) preparation and submittal of appropriate environmental permit applications/requests for
the Fail Brook project.
The owner does hereby authorize that said agent has the authority to do the following acts on
behalf of the owner.
(1) To submit appropriate requests/applications and the required
supplemental materials;
(2) To attend meetings to give representation on behalf of the Client.
(3) To authorize access to subject property for the purpose of environmental
review by appropriate regulatory agencies.
This agreement shall continue in effect until completion of the Contracted task or termination by
the property owner.
Date:
Agent's Name, Address & Telephone;
Trov Beasley /W* e
hrs & Ravenel inc
7040 Wriahtsvillle-A ue 01
WBminaton. NC 28403
Tel. [phone]
Signature.of owner(a):
?'6f? J4 S /V . rte C 1,C0je
me -Print) ills}
(Signature)
County, North Carolina
?a L
otary Public of the County and State aforesaid, certify that
" t personalty appeared before me this day and T wtedged the xecutro4
of th for going instrument Witness my hand and o cial sea[, this day of dvd ?o
20P?p
(Official seat or stamp) ?.
Nota bIic
My commission expires l o"??-- 20Q
P.1
MC&
•N?TARy 92"
y '••AVBI.IG ?'?
€?ill101,0,1-,

GRAPHICS
J
? ? £:_ F???.' ?• , 'L`?4t S? ?? Y?T?" "°S• ?? ,` ' t _ ')Y?S??r't.??+?v`?? j ? ? ? ?? ^ i f ¢ _T ; .sLr
3.-`'• 4? 1; '^' '.?. +??:?. cx?t C: ;{ ??" ,,;?? 1 t"'r t+.? r ? y ,s 4 3? ? `? r ,
a 4 T ,.•-• ..t i L 7 ' a C • e^'• fZ ? s\ a k7 _ r 'z'iF '?ew• ,
s r M?..t , t??,/+.. r? ` 'v xz'`..iJ,?. t}? ..? f*j i ? ,,'' .+? /ti °?°` !'??? L",.?
t?. j •? ? `+3".'-, 1 cl ?' y 1 j_. ?3# j{.?}•? •?.. r.' ) ?.. ray' } -^?!?"'
' 1 ` ?.? l•3..y 1 (,: M1 f ? 7 . t. . 7 ? •`. i+ ? J?? 4 {?A ?, •7'? ?„{..'w.?I ??_ ?'i ?? t?
Vol- 3-1
1 r i i+'la +1c. tkYj'T?. ?- o w idf 4'y
?' i 1' 3 '3' T ? ?%` • _ `S ." t+?+x~E _?qw? .+eS3 ? . , ?; l ?}~Y '?? .. ?y : r, ^ ••'?'t?l
4x . r
4' "' :. t'"'''t,t• '.4 -,.} - ..7f, ?11 "i5 ?.•`?` '?.??tir r?lj•1?1?'?,' yv ? _ i':.? rt.. Y'!??
I
S} rr't L ')f } d :.r ' i •-- v,{ •, ?/ •'? }.i},y5 k'.,. •ig+..t
"= i- o-+?.x??!' ,ac •.?`? .ty+ f-. } -4; l f ? •.?Zi ,<)?• ?°y .?Y°r'St..-c, -.,,!-,.P'?? " i?.
> a?
+, t y > ?°? r < .ti,? { yet %?r
0 -? '. t - Sf- ?'2 +} '"'kt ° / 'l+.f ! f. i. +•.
.ai •.ey' i4°+. ,:
1!! ?s "•4 ' y 4, t ,e ? ? rJ/?L??I,?R•"? ) /4 ;)t'?''?}??. 1, y ,?1,?? ?'• M•.?
t°? '+-. ?? ? •,.?,-., i? Y''- 1x1..+;' , 4ta ft? y:: , t •?,?a ,: ?? , kv ?? ?5"~'??? i???? -?i t;'.r";f??i A ? ?s?
;J 'jiyw x,.w -'?f .? •? z} : vt .?? , t ?{ -, + „sE '?? ?' 1+% 7L;.:J t,? ai?
S?+?l+f >si ?;'.:t??... ':?:•{:'.-,:?':....? '?• tj,?J;;,?`x i?'?,i?Ctj;c J-t •`?? ji?.+.
w? 1?,t t + t,t
a" $
Liz
x?fil i'f ? '"i?!3t?„ ? 1 y' ? r .?? ? _ . • ? t ? -.cS?
-'1 .,? -e ?-`yy ?3° :'?n' ?Ykf"+ •?f { ? 4 ?, f t"s?,, e'?? I, 'te ?? q1'? .,'fit ;.?1?°
q tr? C ? ?: } r ,:,+ t A
ti .. s ? s, iy ?' 4 4?t{ +11?i'f ?.i aJ?'??Z.+' • ? r? ?? ?.i ??1? ?j ? ,? Ti ???y - i f ? .e 1
pt 4 +: k`3,'.+7b1`.)t r. -.3J4J ; ' -C_ . ` t,} J v .at•. r#': e? C° ti , y
S"ri.?a a ??? ? '? ? "1 t + !y, ? ?a?-•? ? .n i -? it`'?
< ?t .??y_C d?(l?Fr? c !'y w?}. }t :_? ?'• ?, , t'!S.r.? .` ? ^ s y ?? L? ?,"'•J ?l ?,"??' !
w t 4^%?1' R 'S. 1 d ..t? •,l •$1: -Apl-t
w _
21
?ti'
, + 2Z -
f; ... : /,Cfy,,'f ' C? '•1 ; ? ? a? Y '? ? ,f ? ?, • *74 ' ?. b7ta-<y ?.-s• ` ??i '?4? 1 ?,_!?. i ..?.???! ?p-l? , ,
?' ' ??`?; ,? "'?.«???? t ? + ? NTf'-'+++•'T? t ?a ..??ffi???,
?(?.`'si G ?•??„yr. y«,,.taf,??y ti'•.?k_? .
t!? f„ti? '? "???.'?'' 2434' t` ?1 •_ ? ?-?; , a??}i ?yi ???' ? r?? ? `? r. -.. "t' L7? ???'r $? w'
' ? - ? ?'? - ?• = ( ,'!' ? ?? ? f-:. z it ? ??. ? i
!? ?` ? Y•r ?.. 1 z rev ti tY
ail
..
v? a..r,.... L'1 S r
ji 1111 IN:..
.!?
lit
- ? J ,;? ?yr?.. a?? ti? ' _,? y to a"1?`1; V ?r ti2•y?? '?C. :. _ ? •??? t? ?
o- C .._e?. ? ? 4 ,.? ?? ?; yN'?? ??n{W a„_?rv\J ?= y '•.?????....? 'Y: •'?.. ' 1
R e
1.._tt•i,
.tti _ ^`?,- '?.. k?,ti ro+ '`"+° b'' • - . il -+,' z iffR'r-• 's (? -1
4;v wn
y 4'l '`?...., ,.4„ ? ..Z j?j .i? amt Y•?,.?t.?'tiq ° ?`r3 a. , y• }•?:?,• !rt• ?
4 jry ; v s7? t_ ±!l?y..? __ -^'?r1 j+ ? 'fey!
S Est,
Ali
4
m -1 s? a
A 3:
m s`
m A:
r y fi ?..$ g. y
s tr ? .R X?. X71 ?I'?..a ?A?.?i1?.:. 4tA :=.

Ir;.
,

ttt ? ? . j

t

ll, 3h,

A'

y! r
T Jj'! r
CD
+? O
a'
f - ul
[Air >,?? f }#? ?* y to ? i £ '`.*44W . Y'fC' 4:' r _ i ert. ` _ •.R.. ?.TMl7 Y1\"t`t+b??i..??4"rSw'.?.?f
?< t i *3v I t ?.Ye v}.,, t 1`• F Z} ??Rti`t{ rP
?e N '?}Cr. ?7'?{' ?? -l?3j? 3fj?j'? ?I ??? ? 1 .,,? ? °tFxy?f?.` *?,??? 'i .?*L4?1tii??•` .
3r»r?!,G,,??}'
?'? ? • ????' ? •t hhh,???c ??+`' ii + ?C:,=,?,? • a? C ? ??t ??,? a?t 7 { ?z?.?C"'Re+'?' i ?? t -
7fit,
F i Z ?` y t
wi
}1 ?• ?tjH, rlr ?i' ? - ;R`? 4 ?? ire? ?` \y,??N?,`!? 4; fi. ?!aL ? ^ \ '"',`?} 1`???JK
:? ...\, ?:'> ?,.[. yiH-i?!'-r _. tr .'.!?'!?, T? =tea y[y.?[.f } \ -. ,-[A" •. !'Trz' :
?.,,,?,++" - '?:. •1 a -mss,- I ? - .?. ?, s
4
7
a _'? ? - '•? r °g?g J Ji X11 11 „i ? ?X.iL \
?.-
4f, -
y t \aA`?~ 'l • Xa-.`./yy??..r?yy.?' t V V` ; F
i 55 LA
Cr
-CD
-
of )[4 `V r'."`i \, •u"!i. ,y /Y j
AW
sn_ ?•L?1 S? / a'ir^+""d. •?y +yl; fi.?yT ':`^-; ?'' $ ? ? 12 ^ ?'?
y.. ..t4 ••t} ?.. .. .. j#. W
All
?r"s 7q {s ' t' 3 , yak ., r? r ?.
010, .T_
r I Ashto) ',
t
Kelly?~
f 1 ? ?`+
f,, j 1 f 1 t { .? -
r '
Reeky i
1 , t ! point,
tat lie
f:
J
Walk
Vicinity Map f
1
' t
I' t ? ', 4 a? ? ?s
:.
a MC001Ctu"n
17
WITHERS RAVEM'LL
ENGINEERS I PLANNERS I SURVEYORS
?? I /' « /?.??'.?`"• ?/1 , / 1040W,gh1sW1,A-ue Su4e101 Wi11iVm,NCM00 W:910.28IM hz:910.&2.8019 I
i

ill
J
i USGS Topo Map
jt t
25
Strawberry Lane

Rocky Point quadrangle N
34.4107N; 77.8895W t
C-0. t? ?..
'•:1 -' t 1, -v ERA ?A EN' LL
ENGINEERS I PLANNERS I SURVEYORS
7111 Wrightsville A.... I SWre101 -1-i"1111,1C1-1 111:111.111.1171 111:111.141.1111

'r _

t. ?
l ?
1 ,<_ ?.!
1
t
L ?

r;
' Landscape Location Map

¦

I
r

)WITHERS RAVENEL"'
ENGINEERS I PLANNERS I SURVEYORS
i .. ! ( 7040 Wrightsville Avenue Sulte 101 Wilmington, NC 29403 tel: [phone] fax: [phone] ;

APPENDIX 1
.t- -
un 01 2006 9:17PM HP LRSERJET FAX P.2
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200501193 County. Pender U.S.G.S. Quad: Rocky Point
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner. TucsK Inc. AgentidIMININNUIRM
c/o Thomas Tucker Coastal Environmental Consulting Inc,
Address: 315 Friday Drive Post Office Box 15102
Wilmineton, NC 284.01 Wilmineton, NC 28408
Telephone No.: [phone] [phone]
Property description:
Size (acres) 88 acres Nearest Town
Nearest Waterway Turkey Creek River Basin
USGS HUC 03030007 Coordinates
Location description The pronerty is located adjacent to an unnamed tributar
Strawberry Drive West west of Hwv 117, on Tax Parcel No. 45045, south of 1
Carolina.
Indicate Which of the Following An-ply:
Rocky Point
Cane Fear River
N34.413 G W77.8926
y of Turkey Creek, on the north side of
tocky Point, Tender County. North
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331).
There are Navigable Waters of tho United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon fora period not to exceed five years from the date of this
notification.
X There are wetlands on the above described property subject to the permit requirements of Section 404 of the Clean
Water Act (CWA)(33 USC 5 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period riot to exceed rive years from the date of this notification.
We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property
which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed
five years.
X The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on February 9 ,2006. Unless there is a change in the law or our published
regulations, this determination may be relled upon for a period not to exceed five years from the date of this
notification.
There are no waters of the U.S_, to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X
determine their reauirernents
Page 1 of 2
n 01 2006 3:17PM HP LASERJET FAX p•3
Action ID: 200501193
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program please contact Lillette Granade at [phone].
Basis For Determination: This site exhibits wetland criteria as described in the 1987 Corps Wetland Delineation Manual
and is adjacent to an unnamed tributary of Turkey Creek_ a tributary of the Northeast Cape Fear River, a navigable
water of the US Determination is based on information provided by Gene Clifton, of coastal Environmental
Consulting. Inc and a field visit by Lillette Granada on Aueust 17, 2005,
Remarks:
Corps Regulatory Official: r??+?4G6+:.C.??
Date February 9, 2006 Expiration Date February 9, 2011
Corps Regulatory Official (Initial): L
FOR OFFICE USE ONLY:
A plat or sketch of the property and the wetland data form must be attached to the file copy of this form
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal' form must be
transmitted with the property owner/agent copy of this form.
• If the property contains isolated wetlands/waters, please indicate in `Remarks" section and attach the
"Isolated Determination Information Sheet" to the file copy of this form.
Page 2 of 2
1
SURVEY REFEREIVCE: TPZ+'7'. ANDS
DEED BOOK 1382 AT PAGE 128 'MIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE BOUNDARY
OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT AS DETERMINED
OUR JURISDICTION MAY
FENDER COUNTY REGISTRY IPUBLISHEDI REGULATIONS STHIDATE. UNLESS S DErERMia4T10NROF SECTION 404 1
BE RELIED UPON FOR A PERIOD OF 5 YEARS. DETERMINATION WAS MADE UTILIZING
_ THE 1987 CORPS OF ENGINEERS WETLANDS DELINEATION XIANUAL. `
NAME ?(eZ? iL
TITLE < r " ' 'r -et
DATE
--,,,,. SEE SHEET 2 017' 4 FOR- VICINITY HAP
S 86'21.01 E Imo'"" r
6/ 617.88 S 84'1128'x'
764.16'
84'1224`E
545.04
"? ^ •_,• 1 a SEE SHEET 4. OF
N
FI•
FY FI• 1?
1 FIl ? Q
l i ?W Wl NTYYOY
4 E10 O d?aww?
F•• 1n
664.88'
•wxr wlrJ N 85'45'15'1y 409.35' Fm
I o,???J N 85'4118 W r - - e?
IJ MATCH LE
FY
P FY• // tl-a %.si--WW/MM wY Chi
1+ %
al
rwwo ? I / ._
// / / / y wr ,r w.,w V
/ ,ur u?rr
d lq Nl??
] !f
O? nl.n.r o-N .p,
ww ww Z
V
' F
a SEE SHEET 3 OF 4 /
LEGEND:
WElLAiJDS AREA
COVET? SHEET
I -I
MJ
PAGE 1 OF 4 ?.,
Y
8y'4{ '19`E
"404 " WETLANDS MAP
4 zo q?rWt ?a 14565' IN tl
- ------ MATCli
LINE
l;;
VICOR
SEE SHEET 2 OF 4
315 FRIDAY DRIVE x}
,4 a ? K b t}
WILMINGTON, NC 28411 910-540-5409
'? ^R s
_ lip Q
?. •? a
/ N 83'{0/ I o-. 10 '/ 3 .30.00' Iy "I
43.01' N D1'B'4Y'E N 49'21{B11I I grit .?.uiI
](1J2' I I W
w.
L ... Muw I., • IOf l W • 4? • n , O A-ao ? ? .L773 AG d
w .n w aar? I cF i a7 t() 1.3271 .1G R,
P ' Y y .? t? N r 07501 Ar M
'°PR H wi I
--1 i ?•? O N yy C/J
- z
STRAUIB a,. N -2I14
N 852148`W EERY LANL. WEST fl6
(--10 4Er 1`yl Y •1,,,, S 88 38.m
45.00' 161.911 W
i-i
CER77FYCA770N OIL SURVEY AND ACCURACY
1, Frederick W. Jones, PLS, certify that this plat was drawn under my supervision from an
actual field survey made under my supervision from information as noted hereon; that
the boundaries not surveyed are clearly indicated as dashed lines; that this map was prepared
in accordance with -rho standards of practice for land surveying in NC'; that the ratio
of precision as calculated is 1:10000+ and is correct to the best of my knowledge
and belief. Witness my original Signature, License Number and Seat
this 46. day of AD, 2006. C fl P ?j /
Frederick W. Jon
NC License No. -4503 , CL
SEAL
r'
• /? -
Y tSY`?-?
S <V ??
/III 1 10
ROCKY POINT TOWNSHIP - PENDER COUNTY - NORTH CAROLINA
APR 3 1 2006 SCALE: 1 " = 300' SEPTEMBER 2005
Thompson & Jones
Surveying Company
P.O. Box 1471
111 East Fremont Street
Burgow, NC 28425
Ph: [phone]
Fx. [phone]
Em: jonessurveying0bellsouth.net
File: FLITCH. DAVID (ROCKY PT)
Dwg. No.: PL 12 BLACKBURN MIKE

I
URVEY REFERENCE:
EED BOOK 1382 AT PAGE 128
ENDER COUNTY REGISTRY
COURSE & DIST. (Al - A32)
0.2804= AC.
;Duran Bearing Distance
1-A2 S 82'52'09" E 81.91'
2-A3 N 88'22'16" E 90.55'
3-A4 N 75'43'48" E 44.47'
4-A5 N 66'35'50" E 77.41'
5-A6 N 6441'27" E 81.79'
.6-A7 N 67'39'16" E 84.95'
.7-A8 N 66'23'17" E 81.24'
8-A9 S 09'30'00" W 59.86'
9-A10 N 52'36'25" E. 6.42'
i0-A11 N 11'50'20" E 57.21'
1-A12 N 72'17'26" E 87.60'
2-A13 N 86'00'44" E 41.72'
3-A14 S 11'33'14" W 81.96'
A-A15 S 12'27'28" W 83.13'
15-A16 S 12'49'57' W 84.21'
16-A17 S 13'05'39" W 95.61'
i7-A18 S 1121.06" W 128.20'
i8-A19 S 70.24'39" E 5.57'
9-A20 N 12'17'19' E 172.76'
20-A21 N 11'58.37" E 131.93'
'.1-A22 N 12'59'21' E 172.76'
!2-A23 N 82'15.45' E 86.76'
!3-A24 N 15'58'16' W 12.05'
!4-A25 S 81'31'46" W 82.14'
!5-A26 S 81'28.33' W 96.25'
!6-A27 S 67'17'17" W 96.84'
!7-A28 S 6838'27" W 87.48'
M-A29 S 6541'47' W 115.75•
l9-A30 S 69'14'31" W 114.71'
30-A31 S 86'44'25" W 94.75'
11-A32 N 82'47'04' W 80.68'
32-A1 S 06'38'34" W 10.43'
COURSE & DIST. (C1-C28)
1.497± AC.
Course Bearing Distance
-C. 14 6-33-54- E 41.4 0'
C,2-C,3 0, I- F
11 ?1 54.04'
C3-C4 9
C4-C5 13 71 *4 O'l 5' E
C5-C6
C6-C7
C7-CB S W93 40
C8-C9 '5. "
C9-C
C10-C 6' " 6
<4?
Ct -C11 A S 0022 42 E 78.21
CIIA-('12 S 00131'28-w 107.49
C12-C13 S 03703 07 W 94.21
-
C13-V14 N 89'23'09 E 9.48'
C14-C1. N 02'43'05- E 103.71
NS-C16 N 05'47 08 F 105.81
F16-m- N 03-02'46 E 35.31
C 7-CIB N 1-52 5 E 46.50
Ci 8-C 14 53 56 12 W 15.42
9-C2 S 84'56 32 W 64.12
C20-C21 S 89-24'43' W 98.87
C21-C22 t1 08'56 25 W 52.97
-
C22-(,2j N 6vw 38 W .32.7T
C2.3-C24 N 83'02 01 W- 84.92
C24-C25 N-81'45' 36 W 74.62
-
-
r25-C26 N 87 (16'51 W _A3
K4P
C26-4327 S 8420 44 W fl §2
-C 8 S 78'4019 W lit
ERTIFICATION OF SURVEY AND ACCURACY
Frederick W. Jones, PLS, certify that this plat was drawn under my supervision from an LEGEND:
:tual field survey made under my supervision from information as noted hereon; that WETLANDS AREA
-e boundaries not surveyed are clearly indicated as dashed lines; that this map was prepared
accordance with "The standards of practice for land surveying in NC"; that the ratio
precision as calculated is 1:10000+ and is correct to the best of my knowledge
-id belief. Witness my original Sign a;?gd:jl Ilt1(t?se Number and Seal
is --?(( --day of - ?v?.. °; !5 %,. ,?fJQ6.
f??` d /J•?' y? NOTF'S.
- ; n S EA.1. ?- ? 1. CORNERS ARE MARKED AS NOTED ON MAP.
L-451' 3 2. ALL DISTANCES ARE HORIZONTAL FIELD MEASUREMENTS.
W. /ones PL- • y J. AREA COMPUTED BY THE COORDINATE METHOD.
License No. L-4503 ?.c? ?? - •C4. 404 WETLANDS DELINEATED BY
?,.? "?? • • " .U JC.. GENE CLIFTON - COASTAL ENVIRONMENTAL - _5125105. wW
.4- 6
MATCH LIME _ j1p
SUM
Ef? by
471 ro? J
47.85
--If,WKI( , ?'"
LOS c_ 50.13' v n 120.00
N 85.40'50" 8521'48" c_s o 1o °3r .0D
r N 857-
N 04'38'49"E ( j 1s
45.03' I 30.72' f I I
car ° I ar ° I rnr > ' 3 8 cor a La
FF ------ I (nr ° ? . ? N a
a4Lia f1/(CN
ro n ? ;7
I oaa9Y SWIrI SUGgryXSPA/
Zan. Ho ao, ?
-? EIS
ID:
(:N 8521'46"W
0 EIP (EXISTING IRON PIPE) 45.00'
EIS (EXISTING IRQN STAKE)
ISS (IRON STAKE SET)
WETLANDS POINT
WETLANDS LINE
PROPERTY LINE
CENTER LINE
RIGHT OF WAY
11 --- -6-3D.73 A-18 ./jA-19
'----- - -
COURSE & DIST. (BB1-BB4)
0.009± AC.
Course Bearing Distance
HD - 3L l32 S 41-22-44:- W 43.83
HH2-HH3 S 59'48 52 E 13.99
BH3--HH4 -t432-6-7-31- E 30.06
H[3 8D1 N 03'29'33" E 14.47
N '
w
t I
N
/
i
STRAWBERRY
(ASSUMED 45' R? NE WEST N 8S SIriS'W
PACE 2 OF 4
404" WETLANDS MAP
FOR
VITCOR

0 200 400 600
Y , w •K° 315 FRIDAY DRIVE
SCALE, - I'I;1;T WILMINGTON, NC 28411
910-540-5409
ROCKY POINT TOWNSHIP - PENDER COUNTY - NORTH CAROLINA
SCALE: 1 " = 200' SEPTEMBER 2005
9
r 9 ,a
A-13 ._?
A
VICUBTY MAP
COURSE & DIST. (DI - B4&CC1)
0.021± AC.
Course Bearing Distance
01-82 S 27".36'30" E 9.56
H2-D3?CC2 N 73-07-55- E 26.91
D3kCC2-CC3
CC. -CC 20'35 0" 1 2•

CC5-H41i,:CC1 5

WE, 7'1.ANDS
"THIS _RTIFIES THAT THIS CO OF THIS PLAT ACC RATELY DEPI TS THE BOUNDARY
OF THE URISDICTION OF SE ON 404 OF THE CLEA WATER Af AS DETERMINED
BY THE UNDERSIGNED ON? IS DATE. UNLESS THERE 1 OAC NGE IN THELAW OR
OUR PUBLI ED REGU ONS THIS DETERMINATION OF 404 JURISDICTION MAY
BE RELIED ON FOR. PERIOD OF 5 YEARS. DETERWAS MADE UTILIZING
THE 1987 CO S O ENGINEERS WETLANDS DELINEATION NUAL. "
NAME
TITLE
DATE -
Thompson & Jones
Surveying Company
P. 0. Box 1471
111 East Fremont Street
Burgaw, NC 28425
Ph: [phone]
Fx: [phone]
Em: jonessurveyingObellsouth.net
File: FUTCH, DAVID (ROCKY PT)
D1vg. No.: PL 12 BLACKBURN MIKE
R/W I
I
89'44'39"E
'145.651 0
OF
1
0
Q
Ali
z 1
P Q
n p
l) " I
3a-1
W-4
-24" 01?
U-3
4`_
U
zC;
r
j
N
s?as•,
•1.577f AC. (
1.327E AC. 1
0.3501 AC. t
l
to
COURSE & DIST. (F1-1=31)
0.421± AC.
A fie •.....,.,_
Course Daaring Distance
F -F2 N 11'32 28 W 20.12
N 30'36 38 W 32.02
N 2701 58 W 61.87
N 3702 26 W 45.95
N 46'31 51 W 48.55
N 55'32 26 W
- 59.50
2 W
N 54'21 2 52.78
`--
N t62'53 50 W 57.18
0 N 00'03 35 W 33.39
1
0-F1 N 02'18 53 W 51.97
2 N 01'5434 E 63.96
21 N 06'58 58 W 78.84
4 S 31'45 50 W 38.34
F14-F15 N 31'25 07W- 50.08
F15-F18 H-25'18'48' W 72.28
F16-F17 S 40Y1 50 9rW 7.97
F17-1718 S 27-3920 E r 64.39
F18-F19 S 20'4616 E 58.02
F19-F20 S 35'37 04 E 54.78
1`20-F21 S 03'50 25 W 64.20
F21-F22 S 0 'S2 49 E 65.67
F22-1`221 S 03'05 OS E 32.91
1`23-1`2 S 72'24 33 E 56.01
F24-F25 S 20'32 41 E 15.38
F25-F26 S 46'19'27- E 75.39
F2r,-F27 S f55 E 59.83
1`27-1`28 S729 59 '38E 49.78
F29-F30 S 4353 38 E 47.04
F30-F31 S 03,52 55 W 33.74
31-Fl I t 8722 -?E 63.15
E-]5 .
H LINE_
r
E-]4
I?
P
0
N
E-32 EUSTINC AUTO unE
/
F-1 °? 7 -_ -
A % y)
j
AWNT IN BRANCH
Course Dearing Distance
01-D2 N 87'59 07 E 111.30
D2-03 S 74'2919 E 74.95
D3-04n S 76'55'48" E 69.67
D4n-D4A S 02.30'21' E 24.74
D4 -D4 S 45'59 04 E 77.33
n4-D5 N 45'2212 E 52.70
DS-D6 N 60-25'06' 56.1
D6-D7 S 72'27 05 E 74.08
D7-D8 S'75'5057 E 49.66
D8-09 N 31'14'49- E 35.96
9- S 85'1r48- 5 .84
S 24:51 08 E
4 2 16
D10A-D1 ; 366
13 3 ]0
010-D11 0 . ' .18.33'

D12-D 3 40'27'44' IV 111,31'
D13-D14 63'06%35' W 121,92'
D14-n15 S 7V26'50" W 134,02'
D5-D6 N 38'32'11- W 94,40,
s 0'
D17-DIS 14 0. 9
D18-D1
COURSE & DIST. (E1 - E21)
3.900± AC.
Coursa Dearing Distance
E1-E2 N 44'48 35 vv 51.18
E2-E3 fJ 41'39- 58 'W 54.27
E3-E4 N 412353 W
- 95.24
E4-E5 N 44-16'29 79.29
E5-E6 -f-3W505-
--
- 82.85
E6-E7 39W
IT-57-02 91.68
E7-E8 S 21-1358 W 86.90
E8-E9 1'4248 W 13.24
E9-E10 7 49 49 W
tff-I 40.40
E10-E11 800 00 VJ 17.52-
Ell -EL2 S 8921 55W 59.35
E12-E13 N 51'42 51 W 39.99
E13-E14 N 26'39 25 W 30.22
E14-E15 N 11'50 48 W 55.50
E15-E16 N 26'32 01 V1 60.05
E16-E17 1J 02'01 '44E 62.29
E17-ElS
E18-E19 N 14'4755 W
N 44'40 57 W 76.18
63.10-
E19-E20 N 47'1411 W 81.36
120-E21 N 36'00 22 W
- 09.53
E21-F2' W
N 81'5145` 46.30
E22-E.23 N 45-3425 W 70.31
E23-E:2 N 63'59 40 W 106.78
E24-E 5
E25-E26 N 39'33 45' %V
N -33-127F0 W 69.39
31.41
F26-E:27 7010 X10 W 27.28
E27-E28 N 09'52 27 W 44.87
E28-E29 N 062311 W 35.68
29- E3 N 29'31 46 E
- 28.85
E30-I"31 N 54'51 25'
E 65.53
--
E31-E32 N 41'06 08 E 7,.7,r
E32-F31 51-15-52 64.02'
E33- .34 5224'05 57.fl7'
E34-E35 21'39'55' 87
COURSE & DIST. (C1 - C21)
0.080± AC.
Course Dearing Distance
fit-G:i N 58'12 23 'VI 62.46
G2-G3 N 01'33 52 E
- 57.13
G3-G4 N 04'11 34'rE 43.79
C,4-G5 N 05'22 48 E 35.33
G5-G6 fJ 29'56 29 E 67.73
G6-G'7 N 10-25'56 E
- 38.02
G7-GB 1? V
N 01'21 Ot 84.10
G8-09 N 07'23'04* E 34.07
G9-G10 N 84'11 28 W 5.06
G10-G11 S 04'01 '11W 51.44
G11-G12 S 01'3402 E 71.99
G12-G13 S 24'37 03 W 98.80
G13-G14 S 05-35' 32 W 109.76
G14-G15 S 03'04 06 VJ 22.65
G15-C16 N 773618 W 50.58
G16-G17 N r36"31'41' W 15.71
G17-G18 S 313'47'31 W 3.93
G18-G19 S 53',56'07- E 45.02
G19-G20 S 81'47'.37" E 34.77
G20-G2 5 60-19'04 E 58.90
-
G21-G1 S 42'03 51 W 19. 1
4
GC,
S.
's
E-15
k;r 'c•
J
NOTVS.
1. CORNERS ARE MARKED AS NOTED ON MAP.
2. ALL DISTANCES ARE HORIZONTAL FIELD MEASUREMENTS.
3. AREA COMPUTED BY THE COORDINATE METHOD.
4. 404 WETLANDS DELINEATED BY
GENE CLIFTON - COASTAL ENVIRONMENTAL - 5125105.
5. SEE SHEET 1 OF 3 FOR LEGEND & VICINITY MAP.

PAGE 3 OF 4
"404" WETLANDS MAP
FOR
200 0 200 400 600 VTCOR
M
* R' 315 FRIDAY DRIVE
GRAPHIC SCULL - FEET WILMINGTON, NC 28411
910-540-5409
ROCKY POINT TOWNSHIP - PENDER COUNTY - NORTH CAROLINA
SCALE: 1 " = 200' SEPTEMBER 2005
Thompson & Jones
Surveying Company
P.O. Box 1471
111 East Fremont Street
Burgaiv, NC 28425
Ph: [phone]
Fx: [phone]
Em: jonessurveying©bellsouth.net
File: FUTCII, DAVID (ROCKY PT)
Dwg. No.: PL 12 DLACKBURN MIKE
i-
0
W :b- H
Rl 0 u r- o txj
Di -;, ? r
c
C) ul
b
GIOC?h?j:D
zmmyy ?
0(AilAZO?
my? mmy
fTj ~ IZ)
??°pzz
o ?U Pq
a (:j
R- Z
Q (1)
?N
o Z
u vi

O
C?

O `
-U
r-
` O
,^ 7

?
D k O v
II b
I
C) l ? W
rq o
O
o
o o?

(n n z
n IZD
c
?7ry < 4P
yj V
I? ? I ~
Q
O NQ
O
?
O
r
D
I
? O
CD
CD A
ZE
i
b
m
o ? •
o ?mkam'? lO
V
=m
rzcb?gtip?,?d
m O O IE • fA
mS?'??zNOOnp
,.A 12 C)
:it a .per K)
N

-P
v T
310

O
lr /
y

Z61 Dd kD.Zb
I
I ?
1
G
a?
?i
IInvq
~WiL ~1~/ - - .IG. 'LUIIL
11L ~L ~~I ..v _a i ~ ~ ~ 1- JIL `yIL I
,rte` \ .lllj~/L ~ ~ L
I _Jr aV1flL ~lW_, 9 AIL al4 - iu, ~ -
- AIL - w_ yL 11L _.11L .~~W)~ ``1111111I
I ~ ~ ~ ~/L 3~/L -1IL
L 11L 11L ~M. _i11_ -
.UI_ \
9f\ 111. 91~!' .m. , ~~/g - AIL, 11L
4,484 , . , . s . f t . ~~,L
- r - ~ G
~ r-- , 51, ,I \ 91
\
J \ \ _ m 1
~ ~ T _ sq.ft. ~ 9; .8,_
i 9L
/ ~ 25 ~ / ,072 30 951 s .ft. i<`
s , ft, q q 24 34 sq. ~ r;
Q
L _ + I 1 _ q.N,l
N l~ ~ ,Dc i ~
k ~ - - - RW ~ ~ ~ j
Y A - - .~.M ko T ~
12 - k - _ _ II - _ _
- - ; ; _ - +
_ ,
I 1 0+00 ~ --1---' ,I
00 I _ E. T o~
_ G _ _ ~ UMB / LIN ~'~~4 i I
EA - / W ATER S p I~ \'F I ~
- - ~ ~ 40 6 83 S I`~ . f t. - RO q ~ AD i 1 I `:,~;i. A ,
- _ ~ oa I,~i; ,3 ~I i I
RE7A~NG Ei ~ W WIMG S
50' Pus~lc_ ROWS 2g _ \}fit. ' i
2 - ASE ~ 0,563 N ~ ~n
sq.ft, ~ PR ~,S 1~ ~ ~ ,
~ ~ P~ Z \ P~ > t, ~ ~ i r
1 ail ~
. f t . ~ ~ ~ / / ~
I;-~ ~
/ i ' O / ~ / / 1 _ ' / / / O / / / / , ~ 5~
V ~ N , / ~ i y i ~
. - , 1BPCK , ~ ~ ~ ~
i ,tl~
~ ~ gN~ . , SPN ~ o ~ ~ / ~
-0 ~ O ~ 2 9 2 / ~ I~ ~ ; ' ~ 1 ii I I
47s .ft. i~ ~J ~ ~ ~ T O
a ~ O ! ~ ~
m Y ~r~ Z ~ ~
2 ~ 5 38 ~ ;
8 \ ~ s ,ft. / k 27 q Os ~ ~ ~ .ft. ilk i'~
~ q WETI oY ~ / \ \ 2~ / / 914 WETLAND IMPACT B i ~ i ~ f ~ li~I ~ l i ~ it
oR \ ~ 28 43 914 S.F. (0.02 A.C.) , O i; ; ~
e/./ / 6 s i W ' ~I 0 i, ~ ~ ~ z
o ~ i ' ; i I
o / / / ~
. / / / i.- ~ ~
_ / o ~ ~ / oX ~ Q
/ - 9 ~ ~ ~ l . ~0~ 1 iW
~ X10 ~ ~N~ + t \ oo ~ / ~ / 0011 ~ Q ~
~ l; ;~r~ ~ ~ . ~
22 ~ / o0 ,22 _ 2s.f \ q / b C~ i rJ
/ ~ 0 m z
_z ~
/ ~ / o +9~ ; J ' ~i
/
I I WETLAND IMPAC ~ ~ _ AND IMPACT A ~ O I
/ ~ 3 ~~0 S.F. 0,0 ~ - . , ~ ~ ,~I S.F. (0,07 A.C.) ~I I
21 4g I / ~ 4 s f q O ~
O

~ / . ~ I ~e - - 21 1 I ;'i
~ - / .L 1~ 1~ ~ _ . - - ~ ~
CK ITAR~~SETB ' . , I
TLAN~ SAN . / _w. ~ ~ L ~ ~ I
11L AIL ~tL
u y ii
l 11L Jl1~'-. 11L'..._, - JL J~ 11L JAL. 1l~/ JIL ~ -tll - - , '.l: - -v.._ _ ,
\1 -~ilus' ~ tiiY . ''e'+mT- ~ \ ~4L4 _ ~ ~1.~1~ ~1111k II ,i ~lUi- _
-W- .m. _ ,L ,r-
~ _ 1lL .11L 1L 11L JIL - 4
Y .IIL (I ~ ,
I / s1l a. ~ -
J
a WETLAND IMPACTS Q
Z Q
WETLAND IMPACTS 0 PROPOSED DITCH TO REDIRECT WETLANDS FLOW
v
a a IMPACT A = 914 S,F. 0.02 A. .
0
IMPACT B = 3 230 S. F, 0.07 A. .
a IOTA IMPACTS = 4144 S.F. 0.095 A.C. Q L
0 Z GRAPHIC SCALE
J 50 0 25 50 10D 200
3
w w z
( [N FEET )
U O 1 inch = 50 ft.
Q U
Y
0 0 I
m` 0
I PREPARED FOR: Sheet No.
No. Revision Date B Designer Scale o GSP 1 "-50' TOM TUCKER WITHERS RAVENEL
N Drawn By Date
FALL BROOK o GSP 8-15-06 WETLAND IMPAC N viPACT PLAN 315 FRIDAY DRIVE c.1 WILMINGTON, NC 28411 ENGINEERS I PLANNERS I SURVEYORS
Checked By ?ob No. 910.538.5719 7040 Wrightsville Ave, Suite 101, Wilmington, North Carolina 28403 tel: [phone] fax [phone] www.withersravenel.com
ROCKY POINT TOWNSHIP PENDER COUNTY NORTH CAROLINA ° ° GSP 03050204,0 L
3

~ o
i
I ,
I ~
I ~ _ DAR
~ REL LP I ETT n _ ERS
ON . L.y . , DB I w ~ 704 PG IN 1. TOTAL TRACT AREA 34.162 AC TOTAL 51NGLE FAMILY LOTS: 36
~ ~ - 197 OWNERSFIIP REFERENCE:
D.B. 2711 P.G 246 & D.B 2711 PG. 251 PLAT # 31 PG. 113
rt 9~ 951 1 ~ . . „
~ ~ ..i• ..e. sv.r 9!2 x. .ni i. c. ..s 2. PENDER COUNTY PARCEL N0.(S):
3234-42-6390-0000 3234-33-0918-0000
W J . . 916 R O . P pp9 D ~ . ~ ~ 9 ~ T w.. i 4 RE _ N X. ~ ~ w. N~E~EL r
~ ~ 9e AMEN ~ ~ N , .LL _ 3, PROPERTY IS LOCATED IN PENDER COUNTY AND IS ZONED R-20
~ ~ a„. ~ r-- 6. ..i... ~ . / a . 4 aJV. s
If51,s. 4a x.. ..tc ,:n a ~ti ~R'{4/ «w sa. B ~,n w .v,a n _ Z~ m.. r , i ' o r u : . o : . n a . ~ 3, ALL INTERIOR ROADWAYS ARE TO BE BUILT TO NCDOT SUBDIVISON ROADS MINIMUM
1 V/ CONSTRUCTION STANDARDS.
. , e _ . «r. d 4. ALL INTERIOR ROADWAYS ARE PUBLIC AND SHALL BE DEDICATED TO NORTH
M. W~u ~ -6~, auw 4 CAROLINA DEPARTMENT OF TRANSPORTATION,
. ~
a ~ ,t 5. A HOME OWNERS ASSOCIATION WILL BE FORMED PRIOR TO THE SALE OF ANY LOTS
. ~ y. .~C\ Si '1N AND MEMBERSHIP WILL BE AUTOMATIC UPON PURCHASE TO GAURANTEE CONTINUAL
1 .LLB ~ ~ ~ w~~. G ~ .gyp ~ MAINTENANCE OF THE COMMON AREAS AND OPEN SPACE.
I Jy - ~ 7. ALL LOTS WIDTHS WEE BE A MINIMUM OF NINETY (90) FEET.
ARMSTRONG & SPELL u-" i LLB. i~ y. -
CEMETERY 1 ~ „va ,rw .,ur ~~,v;. ~i ,w. .ur. ~ ~ 8. ALL LOTS WHICH FRONT CUL-DE-SACS SHALL HAVE A MINIMUM FRONTAGE OF
I 1 'B~ y FORTY-FIVE FOOT (45') MINIMUM,
I _ 1 1 54 37 ~ I _ 1 ~ 7 sq.ft. , \ . 1 1 ~ r--___ ern I - I .LL ~
1 I I i I ~ r----- i I .r. I I I I t ~ I ~ 1 1 v 9. WETLANDS IMPACTED BY PLANNED RIGHT-OF-WAYS WILL BE MITIGATED IN
1 I I I I I I I 1 1 ~ I I , 9 I I I 1 1 I I I I i m, II ACCORDANCE WITH ANY REQUIREMENTS OF APPLICABLE STATE AND FEDERAL
I I X45,535 s .ft. I 1 I I 1 I I I q i + I I I 1 1 ~ 1 - JAM PERMITS. ES WRI GHT
1 01 I I I B I I I I~ I I i I 1 1 ~ ~ - ~B NIN ~ R INANCE & 460 10. ALL LOTS SHALL MEET CURRENT PENDER COUNTY ZO C 0 D PG
I ~ I 1 1 I 2P,545 s 6t, 2 1 ~ I ~ I I I I q~ ,000 s. I 1 1 1 ~ 1 q tjt. 2 I 20,823 1 I ~ 227 SUBDIUISION REGULATIONS.
I I I Q,000 s .ft. ~ \ , m I I I I I sq.ft, I q I v ~ l
1 i I I I 1 1 I 1 , C GR~~ I I I 1 i t ~ l__ I I I I I I 1 G~, ~ S OPENSPACE RECREATION AREAS ARE NON-BUILDABLE FOR ANY 11, ALL PROPO ED /
-a L_- I .7~" TYPE OF DEVELOPMENT.
_ - - ADO / -
_ ` / 12. LAND CLASSIFICATION: VACANT UNDEVELOPED
~ - ` ,wwv - _ 1 .9w.
+~-----t-` 1 i V ~ 13. THIS PROPERTY IS NOT WITHIN A SPECIAL FLOOD ZONE AS DETERMINED 8Y THE FEMA MAPS,
,ice ~ r----^~ - / 1 1 V ~ L. - I r ~ v ~ 25 I
WAN r--- ' I I I ~ I - i r-----~ r'~~/ ~ o ~ ~ 6 1' ~ DA I I I r ~ s ~ 2,896 s FLIT 1 i 2 ~ , q,ft, ~ • , ~ ~ 14. THIS PROPERTY DOES NOT CONTAIN ANY A,E,C AREAS OR IS UNDER CAMA
CH I I 1 I 6, DB i 1 I I l~ l ~ 1 1 ` 1~ 1 ~ ~~v 1459 1 I I ~ ~ 1 ,032 S .ft., ~ I ~ I JURISTICTION.
PG i I I I I ~1 ~ q ~ 223 1 I I I ~ t ~ ~ 1 ~
1 18 I I I I I 1 11 I I - .LL 6 I 1 1 _ 127 i 2,484 1 1 1 I I ~ ti , 9 s . f' ,l ~ ~ - 1. 02 sq.ft. I I q It~ 2,487 s, I I ~ 4 i I ~ v ' ~ , 15. THIS PROPERTY DOES CONTAIN 404 FEDERAL WETLANDS WHICH HAV N ~LL APPROVE[) BY THE U.S.A.C.O.E
q tt. I I I 3~ v~ I I I I 2,490 sq.it, I ~ -
~ I I I 1 i I ~ 212,420 sq.fli 127,857 s .ft 1 I 1 ~ I i I I I I I I ~ q - `1 ~ ~ 16. OPEN SPACE REQUIRED; 15% OF 34,162 AC - 5.12 AC OPEN SPACE PROVIDED:
1 I I ~ I I I 1 1 I I ~ ~ - v ~ 1 F- _J L-----J I I I i I I I I r 1 _ __-r rte'- , .wr,.. ~w. ~ ,LL ~ ~ 7, Ol AC
Reference N,C.D,O.T, "Minimum Construction 1 1 I-----_u I I I I I i ~ 1 I I ~ - ~ / " « " «
Standords f r b ivi { n R L_ I ~"""--i I I , II 1 I I j I i o Su d so oods. I 1 ---J I I % ~ °h . - I------------~ ~ I 17, TOTAL LINEAR FEED OF ROADWAY = 3,201 L.F. ~ y,
R - - 2 ` 50' W \ _ _ I ~ / ~ ~ ,v,~
/ v - I I 1 , / ,vi{ e' lo' C/L ID 6' 6 \ `l I i 344 / r-`__----../, \ I I ~ r-°--------~ I I I ~ 84 sq,ft. / i
6 6" I vv ~ I I I I i I / / l l
FT 1 1 ` A ~v I I I I I 1 I I / ' 1 ~ 1 4 4 FT r" I v v ~ I I I I I , / 1 I I I 1 i 1
~ 33,266 I 1 1 1 I I s, It. I 2 9 ~ \ \ I I 25,072 s .ft. I I I I I I I 9 1 l 1
^D, 6" ABC I I q I I 24,349 s ,f I ' I I I ~ I, ~ < 30,951 sq,ft. ~ 1.5" SF9,5A SURFACE COURSE ~ q t. I I V ~ 1 sq,ft. ~ ~ 1 ~ 1 ~ ~ 1
V vv ~ I I I I ~ I I ~ l 34,976 \ t-------__ I I I ~ 1 t 1 ~
Residential Collector Road X-Section sa'ft. vv , I 1 ~ 1 I ~ \ \ ~ \ _u ~ I "1 1 1 I ? \ \ ~ ~ L.._--' }tip 1 i ~ ~ I 1 ~ Rte, ~ ~
(w~ Shoulder & Swale) , / ---~-1-. U I 5 _ I ~ ~ti~:, NOTE: I \ \ _ _ _ ~ \M1'~~~ - PAVEMENT DESIGN SHOWN I$ BASED ON I ~ ~ / . ~ - _ - R/w I ~ 1
NCDDt WNAHHI STANDARD. FIND PAVEwENr Not TO SCOe I ~ , - ~'I&sa;~ r_______________ DESIGN SHALL BE vERIFIED BY THE OWNER'S ~ ~i , I t + _ -1 - - i / / ~ 1
GEOTECHNICALENGINEER. I ~ ~ , / /-------------~{~/M--FIJI _.__.I --...~_._._..IOrpp I / 1 1 ~ . , - , - - _ F-~ --I - ~ ~ 1 - ~D*01 1 ~ ~~r; ~ - - Er TUMBLING 3 11
1 ~ i 8 i ~-EA bdE`N gi i . WATERS I 3 0 i 1
~ 3 / - r-------------- ~ ~ r ROAD 40,683 sq,ft, 3,427 ~ I ~ _ _ I 50' R/W i 3q.ft. / ~i ~ I i I f ~ ~ i 0,683 sq,ft, ~ i ' 1
6' 9' C/L g' 6' ~ / i ~ I I I ~ 1 (80' 6 I I I I ~ I ~ II POBUC R04~ SOT ~9 29 I ~ . u ~ ~~u
i ~ ~ I 3 I 1 20,563 ptE s s" I 4 i ~ I II I~ 1 I sq,ft,.~' w PRN.fb~ PRNAIE w;;
1 J 1 4" FT 1 4" FT 1" + L__- J/ 26 8 S f 1 \ - ~ 34 1 j 34 q, t. 1 I II \ - ~ , a ~ 1 i ~ ~ I !
r.-~-., , ~ ,560 sq,ft, 1 J ' ~ ~ ~ ~ ~ I II - 1. v ~ 6" ABC 3. ~j - 1 1 t ~ v A ~ 1 I
1,5" SF9.5A SURFACE COURSE r-'---- ti ~ - _ 1 ~ - ~7 I I 1 1 - I ~ I ~ ~
r ~ 1 1 ~ ~ 1
Local Residential Road X-Section I ~ _ - ~ I I ~ . ~ ~ / / I I _ 2 1 i , ~
Nor : ~w/ Shoulder BC Swale) I 1 , ` \1 v 29,247 sq.ft. / ~ I I I i ~ ~ I b l 1 d
PAVEMENT DESIGN SNDWN IS A N ~ 1 ! ~ 1 1 L \ ` V / / I I NCDOT MINIMDM STANDARD, FINAL PAVEMENT / 1 / / I Not To Scale 1 ~ \ 1 25,388 s .ft. ~ ` ` / , I I j ~ 1 ~ 4
DESIGN SHALL BE VERIFIED BY THE OWNER'S r ! \ \ 5 1 , q ~ ~ \ I 27 380 CEOrECHNICAI ENGINEER. I / ~ r \ \ V 1 ~ \ / / 3 I ~ Sq,fl 7 , 3 1 / I ! ~ \ 1 i \ ~ / l I i; ' ~ q ~ 27,380 sq,ft, ~ - ~ 1, I 1 S.
I 1 1 ! v ~ 5.254 sg1t, ~ ~ ~ ` / ! I 40,97 r ~ ~ 1 \ / ! 28,436 sq.ft. I I I 3 sq.ft, r V 1 ~ I ~ ~ ~ R 1 ~ i I t i 2~, ~ 35
i i I 11 1 pz i ~ o ~ ~ ~J f l i J O
r / ~ ~ ~ ~ \ \ / 1 I
1 ~ I 269947 s ,ft. ` ~v I x I ~ - ~ I ~ ~ o , Q 1 ~ / m b -
/ r ~ , ~ 3Ntl1 N 1 / ~ v 1 < , / ~ ~ ~ I / ` I ~ 222 sq,ff; ~ ` .1...
I -a ~ , , _ I ~ i , ~ -
+a~ - y ~ I ~ I ~ ~ 2 ~ 25 R ~ 35'R
6 _ 1 I ~ . I j I I I p! I i I
~ / i~21 ~ i ~ \ ,494 sq, f~,! , .7 I ~ 1 I ' I i(7 I I~ ~ 1 1 ~ II ~
a aw. .w. wu .wo sw. r9. auw yrx ..9, y!m was a~w. .;w +imo, sw. ww. ~9us .wa ~9. t\ / / ~ rl i I II 1 18' 18' 16'
~ ~ -„C?.04~ r-~y ~ \ , / 21,160 sq.ft, r ww. ,w. xu .w. ww, +9w - .ww w9x .wi. ~1/~ 404 w.~yEN aa9. xwa .w. ~ J y9.~ ~ I I I 1 li i ~ l I I
1, ~I II 11 ~ '
awa ,r9. ~ at19 ~ .w. WuF 1,.~u. w9o- wu. ~ ,w.. .u~: .w6~. -w~ _ _ _ _ _ _ ~ i ~ ~ 1 50
I I I ~ 1 ~ I i ~ 25 R ~ R/W 30' R I i
W v I II I ~ 11 ail I I ~ !1
m a ~ I ii ! 1( 1 1 I r 1 I ~i , ~ i b I 1 d 3
a ~ I " / I ,;'I
Z I I P Q , ROP OSE I I I D ~ i Ilf 1 o W o \ POS ~ l I~ 11 N ~ ~ ~ ED a
m ~ I I RU RAL I I LOT I TR ~ 1 11 w i; 1
D 8 I ANSIT i AVID I ION FLIT LOT LOT CH 9 I 7 a i LOT I o i p ? 6 ~NSIT i ~ ~ ,1 ION ~ RT ~
B I LOT ZON 422 5 ING PG I i 223 ? I NING ~ ~ ~ ~ I
~ ~ 10.0 I BO ? ~ Of v ~ BY I ~ A. C ~ I 11 ~f f 1 R i ntial Cul-De-Sac A.C ! 1 es de
SMI TH a o SUB FLIT I t DIVI UR S I ED N EVE I LOP ~ i r .VE (w~ Shoulder Section) LOP ~
a ME i DB ~ 20a i 7 PG a MENT r ~ ~
m 09 3 I I N a - - - L ' 11 l ~ ~ ~
Z I 3 - _ - - I STRAWBER a - _ RY LANE 1 j1 ~ l
W WEST ~ 1 ~i ~ ll 1
- ASSU ~ - - MED 45 - _ - R W I _ I ~r~ ~ , 1
W - - ~ t C~ l ? 1 t
_ ~ - ~...1 a - - 1
-1--..,-.-~.--- _ _ w. _ _ GRAPHIC SCALE
. ~ ~-~'`eo~rt~ 4961E I E. sT ,ao 0 5a ,oo Zoo 400
W I ~ RAWBERRY LANE fi I
U O ( } - [N FEET
Q U 1 i 1 inch = 100 ft.
Y ~ i ~ ~
1 1
0
No. Revision Date B Designer Scale PREPARED FOR; Sheet No.
° GSP 1100' N
i Drawn By Date 0
° FALL BROOK GSP B-15-06 OVERALL Sll Checked By Job No. LL SITE PLAN TOM TUCKER WITHERS R"ENEL 315 FRIDAY DRIVE C-3 ENGINEERS I PLANNERS I SURVEYORS WILMINGTON, NC 28411
0 910.538.5719 7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: [phone] fax [phone] www.withersm%enel.com
GSP 03050204.01 ROCKY POINT TOWNSHIP PENDER COUNTY NORTH CAROLINA 3