20050845 Ver 1_Complete File_20050516

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

June 28, 2005

DWQ Project # 050845
Onslow County

Mr. Billy W. Elston, President
Carolina Investment, Inc,
966 Cypress Creek Road
Wallace, NC 28466

m&!@&!U\Yl&!@

JUL 0 6 2005

Subject Property:

Southwest Plantation Golf Course

DENR - WATER QUALITY
WETlANDS AND STORMWATER BRANcH

Approval of 401 Water Quality Certification with Additional Conditions

Dear Mr. Elston:

You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.50 acres of wetlands for the purpose of constructing a golf course at the
subject property, as described within your after-the-fact application dated May 2, 2005 and received by
the N.C. Division of Water Quality (DWQ) on May 16,2005. After reviewing your application, we have
decided that the impacts are covered by General Water Quality ~ertification Number(s) 3402 (GC3402),
The Certification(s) allows you to use Nationwide Permit(s) 39 when issued by the US Army Corps of
Engineers (USACE). It is the understanding of this office that the USACE has authorized the impacts
under the enforcement process for unauthorized activities in wetlands. In addition, you should obtain or
otherwise comply with any other required federal, state or local permits before you go ahead with your
I project including (but not limited to) Erosion and Sediment Control, Non-discharge, and State Stormwater
Management and NPDES Stormwater regulations, Also, 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 Permit.

This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.

The Additional Conditions of the Certification are:

1. Impacts Approved

The following impacts are hereby approved as long as all ofthe other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:

404 Wetlands

Amount A roved (Units
0,50 (acres)

North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone]
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper

Customer Servicel-877 -623-67 48
Internet: h2o,enr,statB,nc,us N~~Carolina

;Vatural/II

Carolina Investment, Inc,
Page 2 of3
June 28, 2005

2. Erosion & Sediment Control Practices

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 in order to protect surface waters standards:

a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The 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.
c. For borrO\v 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 Afining Jfanual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.

3. No Waste, Spoil, Solids, or Fill of Any Kind

.
No waste, spoil, solids, or fill of any kind, and no excavation shall occur in wetlands, waters, or
riparian areas beyond the footprint of the impacts depicted in the Pre-Construction Notification. All
construction acti\ities, 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.

4. No Sediment & Erosion Control Measures win Wetlands or Waters

Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.

5. Certificate of Completion

Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 40 lAVetlands Unit, North Carolina Division of Water Quality,
1650 Mail Senice Center, Raleigh, NC, 27699-1650.

6. Wetland Restoration

All wetlands restoration work (as depicted on the site plan) must be completed in accordance with
the USACE Restoration Plan.

Carolina Investment, Inc.
Page 3 of3
June 28, 2005

7. Construction Stormwater Permit NCGOI0000

Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land
Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an
NPDES General stormwater permit (NCGOI0000) administered by DWQ is automatically issued
to the project. This General Permit allows stormwater to be discharged during land disturbing
construction activities as stipulated by conditions in the permit. If your project is covered by this
permit [applicable to construction projects that disturb one (1) or more acres], full compliance
with permit conditions including the sedimentation control plan, self-monitoring, record keeping
and reporting requirements are required. A copy of this permit and monitoring report forms may
be found at htto:/lh2o,enr.state.nc.uslsuIForms Documents.htm:

Violations of any condition herein set forth may result in revocation of this Certification and may result in
! criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 Permit.

If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter l50B of
I the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its cOIlditions are final and Qindingunless you ask for a
hearing.

This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly in the Central Office in Raleigh at 919-
733-9721 or Noelle Lutheran in the DWQ Wilmington Regional Office at [phone].

S~I3uA-

A WK/nml

In Alan W. Klimek, P.E.

Enclosures:

GC 3402
Certificate of Completion

cc: Cyndi Karoly, DWQ 401 Oversight Unit
Mickey Sugg, USACE Wilmington Regulatory Field Office
Noelle Lutheran, DWQ Wilmington Regional Office
Janet Russell, DLR Wilmington Regional Office
File Copy
Central Files

Filename: 050845.jun

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 ofthe 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 consid~red 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,
pattem 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.

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;

2. 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-I), 2B ,0213 (WS-II),
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

wac #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
CNS), trout waters (Tr), 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 storm water 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-I and WS-II 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
include'd 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 th~ 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 qf 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 Intern a/
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;

9. Placement af 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 ta 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;

wac #3402

10. That appropriate sediment and erosion control practices which equal or exceed those
outlined in the most recent version of the "North Carolina Sediment and Erosion Control
Planning and Design Manual" or the "North Carolina Surface Mining Manual" whichever is
more appropriate (available from the Division of Land Resources (DLR) in the DENR
Regional or Central Offices) shall be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management
Practices in order to assure compliance with the appropriate turbidity water quality
standard;

11. All sediment and erosion control measures placed in wetlands and waters shall be
removed and the original grade restored within two months after the Division of Land
Resources has released the project;

12. That additional site-specific conditions may be added to projects proposed under this
Certification in order to ensure compliance with all applicable water quality and effluent
standards;

13. Measures shall be taken to prevent live or fresh concrete from coming into contact
with waters of the state until the concrete has hardened;

14. If an environmental document is required. this Certification is not valid until a Finding of
No Significant Impact (FaNS I) or Record of Decision (ROD) is issued by the State
Clearinghouse;

15. If this Certification is used to access building sites, all lots owned by the applicant must be
buildable withou't additional fill beyond that explicitly allowed under other General
Certifications. The applicant is required to provide evidence that the lots are buildable
without requiring additional impacts to wetlands, waters or buffers if required to do so in
writing by DWQ. For road construction purposes, this Certification shall only be utilized
from natural high ground to natural high ground;

16. Deed notifications or similar mechanisms shall be placed on all lots with remaining .
jurisdictional wetlands and waters or areas within 50 feet of all streams and ponds. These
mechanisms shall be put in place within 30 days of the date of issuance of the 401
Certification letter or the issuance of the 404 Permit (whichever is later). A sample deed
notification format can be downloaded from the 401/Wetlands Unit web site at
http://h20.enr,state,nc,us/ncwetlands. DWQ shall be sent copies of all deed restrictions
applied to these lots;

17. When written concurrence is required, the applicant is required to use the most recent
version of the Certification of Completion form to notify DWQ when all work included in the
401 Certification has been completed;

18. Concurrence from DWQ that this Certification applies to an individual project shall expire
three years from the date of the cover letter from DWQ or on the same day as the
expiration date of the corresponding Nationwide Permit 18, 39, 41, 42, 43 or 44,
whichever is sooner.

"!

wac #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

f,

Certification of Completion

D\VQ Project No.:
Applicant:

County:

Project Name:

Date of Issuance of Isolated \Vetland Permit:

Certificate of Completion

Upon completion of all work approved within the 401 Water Quality Certification and Buffer Rules, and any
subsequent modifications, the applicant is required to return this certificate to the 40l/Wet1ands Unit, North Carolina
Di\ision of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. This form may be returned to DWQ by
the applicant., the applicant's authorized agent., or the project engineer. It is not necessary to send certificates from all of
these.

Applicant's Certification

L , hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality CertificatioQ and Buffer Rules, the approved plans and specifications,
and other supporting materials.

Signature:

Date:

Agent's Certification

L , hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 'Vater Quality Certification and Buffer Rules, the approved plans and specifications,
and other supporting materials.

Signature:

Date:

If this project was designed by a Certified Professional

I, , as a duly registered Professional (i.e" Engineer,
Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe (periodically,
weekly, full time) the construction of the project, for the Permittee hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed to be built within
substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and
specifications, and other supporting materials.

Signature:

Registration No.

Date

Re: Tracking and Tardy Notice, June 14, 2005

Subject: Re: Tracking and Tardy Notice, June 14,2005
From: Noelle Lutheran <[e-mail]>
Date: Wed, 29 Jun 2005 09:06:33 -0400
To: Ian McMillan <ian.mcmillan @ncmail.net>

DWQ Project #050845 has been issued. Should I copy the 40ls to you or Cyndi?
Thanks, Noelle

Ian McMillan wrote:

Hi everybody. It's Ian using Ian's computer this time so your replies will be
routed to me. Okay, I got alittle zealous with my timeline, but better a little
too early than a little late, right? Please advise if there is info I need
related to any of these projects or if there are any mistakes (my first shot
flying solo - hope not to crash the plane). Also let me know if you have not
received any particular project so I can fax that to you.
*

Mooresville: *
_Tracking: _
05-0871, Gregory Taraska, Catawba Co, GP 30
05-0817, Charles H. Ivey, Catawba Co, GP30
05-0886, Vulcan Construction Materials-Gold
5/23/05 7/21/05
05-0817, Richard Mattox, Catawba Co, GP30
05-0932, Autumn Woods SID, Gaston Co, NW43
05-0950, Michael Stoner, Iredell Co, NW18
05-0954, Brian Gibson, Iredell Co, GP30
_Tardy: _
04-0642, Shops At Arlington Station, Rowan Co, NW39 5/11/05 07/09/05
05-0817, James Harper, Lot 1, Rowan Co, GP30 5/11/05 07/09/05
05-0835, Granite Lake Park, Rowan Co, IW 5/13/05 07/11/05

5/19/05 7/17/05
5/19/05 7/17/05
Hill Quarry, Rowan & Cabarrus Co, IW

5/23/05
5/27/05
6/1/05
6/1/05

7/21/05
7/25/05
7/30/05
7/30/05

*Asheville *
_Tracking: _
05-0537, PSNC Energy-Bright's Creek, Polk Co, NW12 5/20/05 7/18/05
05-0912, Mountain Park SID, Polk Co, NW14 5/25/05 7/23/05
05-0892, McDowell County-No Fork Catawba River EWP 2005-4, McDowell Co, NW37
5/23/05 7/21/05
04-0462, Haywood Vocational Opps., Haywood Co, NW14 5/23/05 7/21/05
05-0891, Mars Hill College-Banjo Branch Streambank Stablization, Madison Co,
NW13 5/23/05 6/22/05
05-0924, Ashworth Creek EWP, Buncombe Co, NW37 5/26/05 7/24/05
05-0920, Edmond Snider, Burke Co, GP30 5/26/05 7/24/05 _Tardy:
05-0832, James R. Morrow, Macon Co, NW14 5/13/05 07/11/05

*Washington *
_Tracking: _
05-0870, Aaron Hill Harbor, Dare Co, CAMA 5/19/05 7/17/05
05-0900, Leonard Small: Phelps Farm Bulkheading, Washington Co, CAMA 5/23/05
7/21/05
05-0918, Albert & Beatrice Wageli, Pasquotank Co, CAMA 5/25/05 7/23/05
05-0927, Kilmarlic Residential Community, Currituck Co, CAMA 5/27/05 7/23/05
05-0943, Elliot Tod Gaskill, Dare Co, NW18 5/31/05 7/29/05
05-0962, Windmill pointe, Pamlico Co, CAMA 5/31/05 7/29/05
05-0492, Clearwater Ventures, Beaufort Co, NW14 6/1/05 7/29/05
05-1006, Clearwater Marketing, Beaufort Co, CAMA 6/1/05 7/30/05
_Tardy: _
05-0574, Donald Grizzard, pamlico Co, Variance 4/6/05?

*Wilmington *
_Tracking: _
05-0845, Southwest Plantation, Onslow Co, NW39
05-0860, Frank-Suzanne Rush, Carteret Co, CAMA

5/16/05
5/17/05

7/14/05
7/15/05

lof2

7/7/2005 1:44 P:r-,

Re: Tracking and Tardy ~otice, June 14,2005

05-0908,
7/22/05
05-0928,
05-0929,
05-0951,
l;one

Harbor Lake c/o Country Developers, Brunswick Co, NW39

5/24/05

Pender County 'i'laterline, Pender Co, NW12 5/27/05 7/25/05
Henry Bennett, Brunswick Co, CAMA 5/27/05 7/25/05
To_m of Belville, Brunswick Co, IP 5/17/05 7/15/05 _Tardy:

*Raleigh *
....:T::::-acking:
05-0810, Governors village, Chatham Co, IP-PN received 5/19/05
05-0885. ~erriweather SID, Granville Co, m~14 & NBR 5/20/05
_Tardy:
r:one

7/17/05
7/18/05

*'i'linston-Salem "*
_Tracking: _
05-0877, \':oods At Grove Park, Alamance Co, m~39 5/19/05 7/17/05
05-0910, Deere-Hitachi Construction Machinery Corp., Forsyth Co, NW39 5/25/05
7/23/05
05-0931, Bradford DoihTIS c/o Earnhardt Builders, Randolph Co, NW39 5/27/05
7/25/05
Tardy:
!;one

*Fayetteville "*
_Tracking: _
05-0562, Raven~ood Phase II, Hoke Co, m139 6/1/05 7/30/05
05-0925, Residence Inn c/o Intermountain Mgmt., Cumberland Co, IW
7/25/05
Tardy:
l:one

5/27/05

20f2

7/7/2005 1 :44 PM

MEMORANDUM

TO:

John Dorney
Non-Discharge Branch

Regional Contact:
wa Supervisor:
Date:

SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS

Facility Name Southwest Plantation c/o Carolina Investments Inc
Project Number 05 0845
Recvd From APP
Receiv~d Date 5/16/05 Recvd By Region
Project Type Golf course & Lake construction

County Onslow
County2
Region Wilmington

Certificates

Permit Wetland Wetland Wetland Stream
Type Type Impact Score Index

Stream
Class

Prim. Supp.

Acres
Basin Req.

Feet
Req.

INW39 I OTH I<!>Y ON I I 19-17-3 rc-I NSW 130,502. I 0.50 I
I Ii IOY ON I I ~I I I I

Mitiaation
Mitigation Type

Wetland
Type Acres

Feet

r I

Is Wetland Rating Sheet Attached? 0 YON Did you request more info? 0 YON
Have Project Changes/Conditions Been Discussed With Applicant? 0 YON
Is Mitigation required? 0 Y @ N Recommendation: 0 Issue 0 Issue/Cond 0 Deny

Provided by Region: Latitude (ddmmss) 344227 Longitude (ddmmss) 773459

Comments:

cc:

Regional Office
Central Office

Page Number 1

Triage Check List

Date:

5/19/05

Project Name: Southwest Plantation

;
;

DWQ#: 05-0845
County: Onslow

To:

Noelle Lutheran, Wilmington Regional Office

60-Day processing time:5/16/05

7/14/05

FILE COpy

From: Cyndi Karoly Telephone: [phone]

The file attached is being forwarded to yo~r for your evaluation.
Please call if you need assist~nce.

o Stream length impacted '
o Stream determination '
O Wetland determination and distance to blue-line surface waters on USFW topo maps
Minimization! avoidance issues
o Buffer Rules (Neuse, Tar-Pamlico, Catawba, Randleman)
o Pond fill
O Mitigation Ratios
Ditching
o Are the stream and or wetland mitigation sites available and viable?
o Check drawings for accuracy
o Is the application consistent with pre-application meetings?
Cumulative impact concern
o
o
o

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!

CAROLINA INVESTMENTS, INC.
966 Cypress Creek Road
Wallace, N. C. 28466

." ,0,$ 08 4 5

May 13,2005

PAYMENT
, RECEIVED

&&@@ff\YJtirm .

MAY! 6 2005 /fl;
'"='rr ~t;NR . W.
....'I.I\NDSAND S~~9UALITY
' ""MIfATER 8RANcn

. '. .~. ...:.

North Carolina Department of
Environment & Natural Resources
Division of Water Quality
401/Wetlands Unit
1650 Mail Service Center
Raleigh, N. C. 17699-1650

FILE COpy

Attn: Ms Cindy Karoly

Subj: Request for Section 404 Permit and 401 Water Quality Certification
Southwest Plantation
Project No. SW8 040841

End: Permit Application w/drawings &Corps ofEngrs Itr April 25, 2005 (7 Copies) &
check in the amount of $200.00.

Dear Ms Karoly,

Subject permit application is forwarded in accordance with guidance provided by Ms
Noelle Lutheran of the Wilmington office. Request you please advise if you need further
information. I can be reached at 910-289-0180, Email at [e-mail] and
Fax at 910-285-4182.

Sincerely,

~E1:!~L

President

Copy to: Ms Noelle Lutheran

'\

ffi~@~nw~ ~

MAY J 6 2005

DENR. WATER aUALITY
......

Office Use Only:

o 500 ars40 Sbruary 2004

USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A",)

I. Processing

1. S}eck all of the approval(s) requested for this project:
,0 Section 404 Permit D
D Section 10 Permit D
!>d 40 1 Water Quality Certification

2. Nationwide, Regional or General Permit Number(s) Requested:

Riparian or Watershed Buffer Rules
Isolated Wetland Permit from DWQ

~~)\

3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: D

4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts (verify availability with NCEEP prior to submittal of PCN),
complete section VIII and check here: D

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: D

II. Applicant Information

1. Owner/Applicant Information
Name: CAfWl...>>JA IlJve~/YllS.""1F I nJ ,,",
Mailing Address: "l.1" c.,'1PIll&:~ (/t,66,,- tuAO
W~U-A c.€ 1 t-ic;. z.e4{,(,

Telephone Number: 910- ~~ - oleo Fax Number:
E-mail Address:6~6\JuL+t.CMe.I~-rll..nAJt.}.IE.l

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:
Company Affiliation:
Mailing Address:

Telephone Number:
E-mail Address:

Fax Number:

Page 5 of 12

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:

CAI1.O~IIVA- 1,lJVE-5"'iVl~.f) II'" ~,

2. T.I.P. Project Number, NCMA or State Project Number (NCDOT Only): l-.\ / p,

3. Property Identification Number (Tax PIN): 4 ~'2.$o03o G' 1(,

4. Location
County: O~SLO\t-J Nearest Town: J"f\U'SUNVllA..F-.
Subdivision name (include phase/lot number): I~ Ip.
Directions to site (include road numbers, landmarks, etc.): ~ .mc..l".s~N\I~ 1L..LE ,#}Ic'c
~.'- ~3 IN!:SI ..,.~ \-.lOt1.(l\,f (jl.I;E:I~ /l.JJAO; I-Q\.AJJW LAfl-fl/llf U\CE!'- fW41
-"to IJ'oI7I::lU'EC,'"oN wl/J1 f'i'E:U.JN fPAJ.'- (tIlAO, 11\.~~, I> NlJn.,uv..eJ'~ Qr-
,\}(If '!J1\C1l.)E.'m~"" L
5. Site coordinates (Lat/Long; D/M/S format): 3dr"4r3 , 71' ,3'f '
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)

6. Property size (acres):

4~ (.. AeA.}=..r

7. Nearest body of water (stream/river/sound/ocean/lake):

u~"

,slt.nN'44 / jV\ 1Lt. "'/\/;"'-1--

8. River Basin: \.J~I '1 e.. aAI'-.
(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/admin/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: V'J~OC!) sne.. (..~AIt.E-O t=Y1I.. GQ~
CJ:i1J1\..J"E- c)NS~I\IIC."IJ..v

Page 6 of 12

10. Describe the overall project in detail, including the type of equipment to be used:
c...u~S')1\.lJ (", IV.,J e;r I'Y'" Ie J.4.D1..€. GU(...;:' O,lV/l.J,c \}JU-VO 11'1/
(.U~ nAil '--"v-- v~ LPllpS

11. Explain the purpose of the proposed work:

(; C\..F O:Jv fl./' t::

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 ill 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.

~/(.)

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.
FU1~ntE- '\.(IJJ LU(.UJP~ :5"IJIl(,(.F-.. FPmll..'1 J.\vj\1S S"n.e.s IF .,pWCI\. In''~5
~1tL /le JQl. \ll:.O.

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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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 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.

Page 7 ofl2

1. Provide a written description of the proposed impacts:
f ON l) ,- f' c.a~ S1 rh Co -'W IN ~e: ,UN'" .J

set=. {)-n,. (.Met;)

PVJlVJ' -

2. Individually list wetland impacts below:

Wetland Impact Area of Located within Distance to
Site Number Type ofImpact* Impact I DO-year Floodplain** Nearest Stream Type of WetIand** *
(indicate on map) (acres) (yes/no) (linear feet)
Its ~(/\E. ~(j){JP1111^-' Q, S- l~o ~eo
I (1,P "1'

* List each impact separately and identify temporary impacts, Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc, For dams, separately list impacts due to both structure and flooding,
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps, Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www,fema,gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only),

List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed: Q. S ,4Ul~ r

14\-~. 'Z. fH..

3. Individually list all intermittent and perennial stream impacts below:

Stream Impact Length of Average Width Perennial or
Site Number Type ofImpact* Impact Stream Name** of Stream Intermittent?
(indicate on map) (linear feet) Before Impact (please specify)
('.\":> \..1 ~

*

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, 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.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
WWW,USgS,gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www,topozone,com,
www.maoouest.com. etc.).

Cumulative impacts (linear distance in feet) to all streams on site:

Page 8 of12

4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:

Open Water Impact Area of Name of Water body Type of Water body
Site Number Type ofImpact* Impact (lake, pond, estuary, sound,
(indicate on map) (acres) (if applicable) bay, ocean, etc.)
tJu u ~

*

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.

5. 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 i~u9>d with this application.
Pond to be created in (check all that apply): [31:lplands D stream D wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc,): ~<Avlt-t\UH {';J9 '5'II\A.WI}'11

Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): ,M\l;6-, U..v

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.

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.

Page 9 of 12

'. .

USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, 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:/&20,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.

~\\\
\

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 to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCEEP, check the NCEEP website at http://www.nceep.net. If use of the NCEEP is
proposed, please check the appropriate box on page three 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):

Page 10 of 12

. .

IX. Environmental Documentation (required by DWQ)

Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land? r-1/"""
Yes D No l..&.d"

If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEP AlSEP A)?
Note: If you are not sure whether a NEP AlSEP A document is required, call the SEP A
coordinator at [phone] to review current thresholds for environmental documentation.
Yes D No D

If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEP A or SEP A final approval letter.
Yes D No D

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.

Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes D No D If you answered "yes", provide the following information:

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.

Zone. Impact Multiplier Required
(square feet /acres) Mitigation
I 3
2 1.5
Total

*

Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone I.

Page 11 of12

. ,

If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B ,0242 or .0260.

XI. Stormwater (required by DWQ)

Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the proJ?eqy. \ () .
A~\\I il"llA k{ ~1~\-cs.\0(11'\1J.}iL.fd t<tli11,l,
-j

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.

tJ.jA

XIII. Violations (required by DWQ)

Is this site in ~lation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes /' No 0

Is this an aft~e-fact permit application?
Yes LX No D

XIV. 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).

Page 12 of 12

"* (LEA5E. 5E.E. Pi1AGlAMf;;t-!"1.f
'TI,HJ Plt"-' Cf\-1lll'"

A 5 (>I}Ai Or

1......-........

OEPARTMENT OF THE ARMY 0 5 08 4 5
WilMINGTON DISTRICT, CORPS OF ENGINEERS
PO BOX 1890
WilMINGTON NC 28402-1890

~"'--- _..~

April 25, 2005

Regulatory Division

Action ID No. 200500173

Messrs. Billy W. Elston
Carolina Investments, Inc.
966 Cypress Creek Road
Wallace, North Carolina 28466

Dear Mr. Elston:

Please reference Mr. Danny Brown and your March 22, 2005 onsite meeting with
Mr. Mickey Sugg of our regulatory staff, regarding your remedial efforts for the unauthorized
activities in wetlands on Carolina Investments' property located on the west side of SR 1148
(Nelson Park Road) and SR 1107 (Harris Creek Road) intersection, in the headwaters of Sandy Run
Swamp, near Haws Run, Onslow County, North Carolina. Also, reference our January 26,2005
enforcement letter.

Based on the follow-up inspection, it has been determined that your restoration efforts have
been satisfactorily completed. Accordingly, no further action will be taken in this matter and
our file will be closed as of the date of this letter. Please be reminded that all removed material
and the slopes of the pond must be properly stabilized to prevent sediment from eroding into
adjacent waters or wetlands.

Please be cautioned that any future unauthorized work of similar nature in Section 404
wetlands or waters would be considered a willful and intentional violation of Federal law and
may result in immediate referral of the matter to the U.S. Attorney with recommendation for
civil prosecution.

It is strongly recommended that you continue to coordinate your activities with Ms. Janet
Russell of North Carolina Division of Land Quality, at [phone], to determine further
State requirements associated with erosion control measures on your property.

Please be reminded that you are not eligible to apply for additional permanent waters and/or
wetland impacts pursuant to our General Nationwide Permit program. Any request for
additional work in waters and/or wetlands will be processed via our Individual Permit. A copy
of this application, Engineer Form 4345, has been attached for your convenience, and additional
copies can be found on our website, www.saw.usace.army.mil/WETLANDS/. at Permits and
Forms, under Fast Track,

...... '---...

-2-

Thank you for your time and cooperation in resolving this matter. If you have any question
or comments in this matter, please contact Mr. Sugg at [phone], Wilmington Regulatory
Field Office.

Enclosure

Copies Furnished w/o enclosures:

Ms. Noelle Lutheran
Division of Water Quality
N.C. Department of Environment
and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845

U. S. Attorney
Eastern District of North Carolina
310 New Bern Avenue
Suite 800, Federal Building
Raleigh, North Carolina 27611

Ms. Janet Russell
Division of land Quality
N.C. Department of Environment
and Natural Resources
128 Cardinal Drive Extension
Wilmington, North Carolina 28405

Mr. Dwight Sholar
585 lighthouse Road
Wallace, North Carolina 28466

Sincerely,

/Yt) ~--

I
Keith A. Harris, Chief
Wilmington Regulatory Field Office

Mr. Danny Brown
3676 Fountaintown Road
Chinquapin, North Carolina 28521

Mr. Wallace R. Sherron, Director
State Property Section
N.C. Department of Administration
116 West Jones Street
Raleigh, North Carolina 27603

Ms. Kacy Campbell
U.S. Environmental Protection Agency
Wetlands Section-Region IV
Water Management Division
61 Forsyth Street, SW
Atlanta, Georgia 30303

Mr. Eric West, District Conservationist
Natural Resource Conservation Service
Post Office Box 219
Kenansville, North Carolina 28349

Ms. Angie Manning, Planner
Onslow County
604 College Street
Jacksonville, North Carolina 28540

Google Maps - Jacksonville, NC

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@2005 Google - Terms

Jacksonville, NC

http://maps.google.comlmaps?oi=map&q= Jacksonville, + N C

Page 1 of 1

Tele Atlas

5/1712005

I, JOHNNY J. WlWAM5. PROFESSIONAL LAND SURVEYOR, CERTIFY THAT
THIS MAP WAS PREPARED UNDER MY SUPERVISION FROM AN AClUAL
SURVEY MADE UNDER MY SUPERVISION COMPlElED ON SEE NOT 5
FROM REFERENCES AS SHOWN HEREON; 1'HAT BOUNDARIES NOT
SURVEYED ARE NOTED AS SUCH AND PLOTJa) FROM REFERENCES
AS SHOWN HEREONi THAT THE CALCULATED ERROR OF ClOSURE EXCEEDS
1: 15.000 : AND THAT THIS MAP WAS PREPARED IN ACCORDANCE
WITH TITlE 21 CHAPTER 56 SECTION .1600 Of THE N.C. ADMINISTRATIVE CODE

THIS CERTIFIES THAT THIS COPY Of THIS PLAT ACCURATELY DEPICTS THE
BOUNDARY OF THE JURISDICTION Of SECTION 404 OF THE CLEAN WATER
ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE
IS A CHANGE IN THE LAW OR OUR PUBUSHED REGULAllON5. THIS
DETERMININA liON aF SECllON 404 JURISOICllON MAYBE REUED UPON
FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM TtlS DATE. 1HE
DETERMINATION WAS MADE UllUZING THE 1987 CORPS OF ENGINEERS
WERANDS DElINEA liON MANUAL:

(NAME)

(llTlE)
(DATE)

(AID I)

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GREAT EASlERN liMBER 00. LLC
lRACT , 71
DEED BOOK 1606, PAGE 319

N 78"51'11- E
51.95'

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GREAT EASTERN 1I&R co. U.C
lRACT I 38
DEED BOOK 1606, PAGE 319

-----------------------------------

GREAT EAS1ERN liMBER co. LLC
lRACT , 39
DEED BOOK 1606, PAGE 319

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GREAT EASTERN 11MBER co. LLC
lRACT I 71
DEED BOOK 1608, PAGE 319

DITCH

--------
----------------

III

0" 5 +./- ACRA'S

1.5+/- ACRA'S

MILE BRANCH
(THE AClUAl RUN Of MILE
BRANCH IS THE AClUAl f )
SEE NOTE 5

GREAT EASlERN llM8ER CO" LLC
lRACT , 31
DEED BOOK 1606. PAGE 319

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N 76"54'34- E I'"
...

N 8O"55'2r E

787.6ft

OlD ANGOlA ROAD

370. 72

1.0+/-~CRA'S

~o"o+/- ACRA'S

l3:l5

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58 +/-ACRES

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GREAT EASlERN 11MSER CO. LLC
TRACT , 34
DEED BOOK 1808. PAGE 319

BEARINGS AND DISTANCES ALONG
LONG BRANCH FROM 111 TO 150

"
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//// SO
"

S 10"39'sr W

S 16"31'50'" w

S oTJd%r w

S 2T45''J1.t" W
S 2Ta5-r W

S 42"36'1" W

S 2nfl%r W

S 40'30"51- W

RE\IlSED: 01/30/05 - AIlOED IIE1l.ANOS LINES - BGT
RE\IlSEO: 11/01/04 - AIlOED IIE1l.ANOS LINES - BGT
RE\IlSEO: 10/25/04 - AIlOED IIE1l.ANOS LINES - BGT

94.66'
139.83'
190.14'
273.32"
274.09'
234.58'
136.76'

87..

l71S

LEGEND:

ElP = EXISTING IRON PIPE
ElS =to EXISTING IRON STAKE
EeM =to EXlSllNG CONCRETE MONUMENT
IPS - IRON PIPE SET
ISS - IRON STAKE SET
AG - TOP ABOVE GROUND SURF ACE
BG - TOP BElOW GROUND SURF ACE
R/W = RIGHT-Of-WAY
t = CENTERUNE
t = PROPERTY LINE
ERWt.t = EXISTING CONCRETE R/W
MONUt.tENT
o _ NONMONUMENTED POINT IN BRANCH
OR DITCH UNlESS AlONG R/W OF N.C.5.R
1107 AND N.C.S.R. 1148 (SEE NOTE 3)

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1) THE PROPERTY SHOWN HEREON IS NOT LOCATED WITHIN
A SPEOAl 100 YEAR flOOD HAZARD AREA ACCORDING
TO flOOD INSURANCE RATE MAP COMMUNITY PANEl NO.
370340-0300-C DATED JULY 2, 1987.

2) All BOUNDARY INFORMA liON SHO" HERE WAS TAKEN
FROM A BOUNDARY SURVEY BY JOHNNY J. WILLIAMS
LAND SURVEYING DATED MAY 17. 2000.

3) THE ORIGINAL WETlANDS DEUNEA TlON PROVIDED BY DUPUN
COUNTY SOIL AND WATER. JOHNNY J. WlWAMS lAND
SURVEYING ASSUt.tES NO RESPONSIBILITY FOR ACCURACY
OF THIS DElINEA liON.

4) BEARINGS AND DISTANCES AlONG THE WEllANDS LINES. lONG BRANCH.
AND MILE BRANCH WERE 08TAlNED \'11TH A TRIMBlE PATHFINDER PRO GPS
MAPPING GRADE UNIT DURING APRIL AND MAY OF 2000 AND IS ClASSIFIED
AS A CLASS B GIS SURVEY PER SECllON .1608 OF THE BOARD RULES.

5) ADDITIONAL WETLANDS SURVEY WAS PERFORMED DURING JANUARY 2001
AND OCTOBER 2001 AFTER MOOIFlCAllONS TO INITIAL DELINEATION WERE
MADE. THIS ADDITIONAl SURVEYING WAS PERFORMED USING THE SAME
METHODS AS NOTED IN NOTE NO.4.

6) AREA OF TOTAl lRACT - 466.16 ACRES

7) IN OCTOBER 2004 WEllANDS ALONG MILE
BRANCH. THE NORTHERN BOUNDARY LINE.
AND A REVISION AlONG THE SOUTHERN
BOUNDARY LINE WERE ADDED. IN JANUARY
2005, WETlANDS IN VARIOUS lOCAllONS WERE
ADDEO TO TI..IIS MAP.

~

DEED BOOK 1614. PAGE 745
DEED BOOK 332. PAGE 172
DEED BOOK 364. PAGE 576
DEED BOOK 396. PAGE 691
DEED BOOK 471. PAGE 280
DEED BOOK 1038. PAGE 236

MAP BOOK 12, PAGE 13
MAP BOOK 12. PAGE 14
MAP BOOK 12. PAGE 18
MAP BOOK 5, PAGE 95

S 82'52'16- E
32.48'

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BEARINGS AND DISTANCES ALONG
CHORDS OF R/W FROM 26 TO 161

S 69'29'55- W 97.47'
S 61 "14'02- W 103.53'
S 54"11'51- W 85.48'
S 44"51'44- W 100.43'
S 33"50'00- W 99.78'
S 25"33'47- W 101.52'
S 20"11'31- W 733.65'
S 16"54'25- W 113.83'
S 11"54'04- W 111.77'
S 08'59'25- W 332.48'
S 13"01'38- W 114.39'
S 25"41'33- W 99.54'
S 32"38'47- W 98.62'
S 44"27'32- W 115.64'
S 49"03'33- W 97.60'

N.C.53

SITE

SITE

VICINITY SKETCH
( NOT TO SCALE )

BEARINGS AND DISTANCES ALONG
DITCH FROM 133 TO 130

N 59"20'23- W 61.17'
N 18"07"12- E 234.18'
N 6725'22- E 59.32'
N 79"00'27- E 100.20'
N 77"59'15- E 406.70'
N 85"57'46- E 265.47'
S 16"49'24- E 68.15'
S 29"10'00- E 61.50'
S 27"42'16- E 128.11'
S 79"57'34- E 277.58'
S 11"08'53- W 381.15'
S 84"52'49- E 95.84'

BEARINGS AND DISTANCES ALONG
MILE BRANCH FROM 113 TO 133

N 06"54'30- W 167.47'
N 21"08'05- W 232.11'
N 45'34'26- W 191.19'
N 45"15'25- W 112.41'
N 00"16'13- W 79.13'
N 21"05'1,- E 130.14'
N 2()"38'14- E 197.13'
M 08"46'53- E 95.85'
M 21"29'28- E 153.54'
N 12"46'54- E 79.35'

BEARINGS AND DISTANCES ALONG
CHORDS OF R/W FROM 16 TO 26

S 40"10'59- W 130.91'
S 39"20'45- W 100.08'
S ;}5'33'08- W 99.97'
S 29"36'09- W 99.82'
S 23"54'10- W 98.07'
S 16'58'19- W 112.08'
S 11"31'54- W 102.85'
S 06"02'15- W 99.70'
S 00"30'42- E 91.67'
S 03"52'07- E 54.04'

WETLANDS SURVEY FOR:

CAROLINA INVESTMENTS,

INC.

INDIVIDUAL TRACT ON N.C.S.R. 1107 (HARRIS CREEK ROAD)
AND N.C.S.R. 1148 (NELSON PARK ROAD)
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, N.C"

DATE: JANUARY 31, 2005
SCALE: 1" = 300'

300' 150' O'

~

300'

,

6f'

I 1521.46' t:::( l' _... ./
1 .wE C. RA'VNOR .......~~.
\ DEED BOOK 1389, PAGE 961............
\ ........
.... ........
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, .... .........
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........
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JOHNNY J. 'IIJJAJIY .uNO SURYEYINC

P.O. BOX 778, BEULAVlLLE, N.C. 28518 :1:.... -
PHONE: [phone] FAX: [phone] ~
EMAIL: [e-mail]

PRO.ECT: CAROUNA INVESllilENTS
FILE NAME: BROOE105-VlEllANDS

UHE
L7
l8
L9
L10
L11
TjT
L13
L14
L1li
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L17
L18
L19
L20
L21
L22
L23
L24
LK
L2I
L27
L2I
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LJ1
L32
L33
l.J4
L35
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L37
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L39
L40
L41
L42
Lo43
L44
L45
L4e
L47
L4e
L48
U50
L51
L52A
L72
L73
L74
L75
L78
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DISTANCE
133.83
131.14
48.441
11.55
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51.4
llil.l
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110.
98.
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2e3,71
81.88'
58.18'
80.51
51.71
80.74
1.:v1. 7J
113.2
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.4
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CM
8O.M"
130.114'
12.42'
80.38
57,5
73.&
123.21
112.1
107,01
112.18'
t2.M'
171.11
178.11
lit.3O
90,20"
it.a9
128.32"
105.13"
95.110"
85.89
138.~78
279.
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38.18'
238.71
IMI.22'
155.04
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81.55
:n
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78.
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10.

DlRECllON
N 4n734 E
S 03"26 01 W
N 62'"32 33 E
S 71"31 56 E
N 72'02 OR" E
N 5Y1O'zr ~
N 8T34---ogr E
S 3II"OIl'0I E
S 40"34'04 E
N 110"28'24 IE
N 08'"1822 E
N 42"29 043 W
N 14'45 22 E
N 28"35 45 W
N 83'47'18 W
N 33-0517' W
N 13"00' Ml' W
N 12"58 02 ~
N 2In7'13" It

N_W
N IE
N I 41' IE
N M"22" 41 IE
N 78"38'52" E
S 52"5114 IE
S=RM'S7'Q]' IE
S 35 E
S 44 21 E
S 78'25 56 E
N 77"JJ 441 E
S 7fn445 E
S 89'SO 41 E
S 71"5915 E
S 36"36 54 E
S 21"36 11 E
N 7Q'255 E
S 7T'08 29 E
N 78"07'01 E
S 73"07 or E
S 23'SO 42 E
S 2a'T20 E
N 28"23 29 E
N 08'0-31 W
N 38'441 48 E
S 70"44 47' IE
S 38'618' W
S 2O"2D"3O W
S 01'4907' E
N 52"2815 W
N 80"32'50" W
S 8Q"36 08- W
S 84'251 W
S 78"31 45 W
!; IE
!; Aln5'M' IE
S 4Q'42'31 W
N 24"2a 14 IE
N 32"09'01" W
N 2nl'o7
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!; 113"!1Q.tt. lm.4
N 56'49 ~ W 14.11
S 84"3912 W 101.84
N lSI"31 07' W 112.4f:l'

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.......... .

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73"25 CM

tftA ...t'
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lI4.43"

REVISED: 01/30/05 - ADDED YlETlANOS UNES - BGT
REVISED: 11/01/04 - ADDEO YlETlANOS UNES - BGT
REVISED: 10/25/04 - ADDED YlETlANOS UNES - BGT

UHF
T83
rB4
185
TlS8

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T71
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T73
T74
T75
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1'81
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N 88'914 W
N 7~9'M- W
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S ~"20"04 W
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8811"211"04 W
1'oUr' W
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31"5151 E
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N 18'44 E
N 17"04 5 W
N 4J"05 3 W
N 52"21 W
N 21"05 E
N 55"25 W
N 56"28 21 W
N 56"38 28" W
N lS5"J3 24 E
S 48'08 55 E
N 55'48 31 W
N 14'08 37' E
S 89'S3'OO' E
S 10'S31D" W
S 38'4511 E
S 08'40""'-38 IE
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36.4Il"
278.51
187.56
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DIRECTION

N '49- W
N '4r W
N '14"
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DISTANCE

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104.88
50.92
33.51
51.70
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43.11
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48.34
83.48
80.15
441.98
50.81
74.81
14.12
38.47
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7&73
50.88
51.81
81.48
57,56
5184
83.53
33.07
58.70
55.94
48.10
73.84
41.78
82.50
51.21
57.27
41.56
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82.02
55.11
M.t"
72.38
32.11
56.56
14.31
70.01
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83.40
57.82
50.37
73.88
41.21
31.74
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70...
5101
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7&01
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54..44
70.71
11.78
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14.27
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55.27
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57.21
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17.14
57.71
57.11
200.48
108.57
17.15
72.38
45.82
51.01
38.01
37.00
38.21
38.35
32.45
41.12
71.01
14.78
50.53
101.11
38.1t3
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25.55
42.82
50.88
17.38
81.12
81.11
83.10
70.31
....a
50.74
8Q.82
......
32.17
41.10
.......

POINT

C 2
C 3
C4
C2:5
C2I
C 27
C2JI
C29
C30
C31
C 32
C 24
C35
C38
C37
C38
C38
40
41
a
"'"
C44
C45
C4e
C 47
C4e
C4I
C50
C 51
C52
C53
CM
CM
C!l8
57
58
9
110
11
I
8
7
II
I
C 10
C11
C 12
C 13
C 14
C 15
ClI
C 17
C 18
C 1Q
C20
C 21
C5
F2
F3
F4
F5
F'
F7
FI
FI
F 10
F11
F 12
F 13
F 14
F 15
F'1I
F 17
....
...
F.
..21
F22
Fa
F24
F.
F.
f%7
f21
F.
F30
F3I
F32
F33
F34
F35
F38
F37
f.
..31
f.
f 41
fa
Fo43
F44
F45
F4e
f 47
F4e
f.
F50
a7
D 1
D2
D3
D4
D5
DI
D7
D8
D 9
D 10
D11
D 12
D 13
D 14
D 15
D 18
D 17
D 18
D 1Q
D20
D21
D22
D23
D 24
D2:5
D2I
D%7
2:1
28
28
JO
5

POINT

K 1
K 2
K3
K4
K 5
K'
K7
K'
KI
K 10
Kl1
K 12
K 13
K 14
K 15
K 11
K 17
KII
K 11
K20
K21
K22
K23
K 24
K25
K2I
K%7
K28

POINT
E 14
E2
E3
E4
E5
EI
E7
E 10
E11
E 12
E 13
EI

POINT
N 1
H2
H3
H4
H5
NI
N7
NI

POINT
a2
A28
AD
A2I
A25
A 24
A23
A22
A2I
A2D
A "
A 11
A 17
A ,.
A 15
A 13
A 12
A11
A 10
A'
AI
A7
A'
A5
A4
A3
A2
A 1
I 1
12
13
14
15
8.
87
I'
I'
810
111
112
8 13
814
8 15
818
817
1
1
820
121
22
823

DIRECTION

DIRECTION

44-

DISTANCE

39.29
4l5.32
54..21
_40
98.04
38.11
52.04
28.01
%7.25
5120
51.01
41.14
2a.4I
28.32
30.00
83.01
43.72
30.88
n.25
43.01
44.32
2a.56
50.42
33.78
101.38
72. 72
30.17
52.84

DISTANCE
15.10
78.82
56.441
21.21
23.~
20.00
131.94
33.80
81.52
128.07
88.lS5
57.80

DISTANCE
33.15
57.
14.92
43.09
50.22
2a.13
lSI.34
....78

W

DISTANCE
18.81
t5.34
51.32
lI8.I5
8J.5O
38.88
51.47
5141
n.47
72.41
81.78
72.441
71.12
81.38
133.71
'nL4e
47.20
82.11
27.20
40.38
51.M
54..35
78.70
12.92
88.97
41.28
51Q7
173.40
4&35
2....13
1&14
50.15
37.81
48.72
52.81
40.53
28.50
25.12
33.28
35.01
27.45
32.13
30.35
47.87
25.84
23.80
21.Q2
41.78
36.74
80.%7
115.44

POINT

K2
K3
K4
K5
KI
K 7
K'
K I
K 10
11
12
13
14
15
18
17
18
11
20
21
22
23
24
2:5
21
K 27
K28
K 1

POINT

a3
R21
R20
A 1Q
R 18
R 17
It 11
R 14
R 13
R 12
R11
R 10
-.,
-.2
P 1

p
P
M1
M2
M3
M4
M5
MI
M7
MI
MI
M 10
M11
M 12
M 13
M 14
M 14
M14
M1.
M17
M ,.
II
1

POINT
E 2
E 3
E4
E5
EI
E 7
E 10
E11
E 12
E 13
E8
E 14

POINT

H2
N3
H4
N5
N I
H7
H8
H 1

Y36
Y
Y
Y
Y
Y
Y28
Y%7
Y2I
Y25
Y 4
Y
v
v
v
Y1'
Y1'
Y 17
Y1'
V 15
V 14
Y 13
Y 12
V 11
V 10
VI
V8
V7
VI
Y5
V4
V:S
Y2
W22
.21
.20
W1.
Wl.
W 17
W 11
W 15
W 14
W 13
W 12
W11
W 10
.1
..
W7
W'
W5
W4
W3
W2
MS8
WS7
WS'
WS5
WS4
WS3
WS2
WS 1
R8
R7
RI
1t5
1t4
1t3
R2

POINT
A2I
A%7
A2I
A25
A 24
A23
A22
A21
A20
All
A 18
A 17
A 11
A 15
A 13
A 12
A11
A 10
AI
AI
A7
AI
A5
A4
A3
A2
A I
81
82
83
84
85
81
87
88
8 I
B 10
811
812
813
814
815
811
817
8 18
8 1Q
820
821
822

a 1

DIRECTION

AIn t'
.

7Il"Ol'
73"!Vl' -
82'7"04"
37'33"24-

"~'nn' -

I'!YI't!ll-
48"3!l'1.-
011"20'

.... .

.. "
,., . .

08"3.1',

1 -
,

38'08' .

24"!14' -

8Q"2' "

a

1 D"!Ul"!

I .
N .

N 33'42'
00"08' -

. .

7..."!lt'
1111",..... ·

!l M'

l2'46'

'4
. .

3a3O' -
17"2A' -
; 10"!10' .

112'07" .

1 0"28'

M.48'
IIQ"!\I' -
86"3: -
1lIl"!I<' -

1l1"!1~ 1
M'4!'
38'11'
17'2S'

'"2a"1 1-

'5'Qli"
I"!IO'lit-

83"01't"

liTO .

4li"3' -
!IO"O -
06"28' "

4 .
,. -
r:l7" r ,
,

DISTANCE

043.78
8O.1Q
80.4a
4l5.02
30.07
4Z. 70
101.%7
51.10
37.10
38.15
42.87
85.18
73.98
98.38
57.73
51.80
21.44
5ua
80.30
38.00
34.10
2a.2I
".JIS
71.01
70.02
100.88
75.07
57.45
45.15
n.72
80.80
75.31
41,17
58.82
73.14
75.84
82.15
75.08
4l5. n
n.17
9.51
5U7
117.44
Q7.1t3
88.87
43.85
79.a9
45.24
lSI..
17.31
83.41
73.22
34.55
72.2:1
40.31
4a.12
4.1.38
441.71
17.08
71.56
lQ..
83.01
40.33
81.15
57.56
56.85
74.03
78.2:5
12.2a
41.14
"1M
A.JD
87..l1
9..
41.44
37.18
52.85
lSI.73
72.72
41.01
40.01
.....
48.17
48.47
31.41
42.08
88.13
38.55
32.21
4l5.o43
28.38
Ja.7I
42.22
44.21
81.83
40.79
37.71
4l5.33
5111
71.34
281.10
83.72
82.31
78.56
81.56
58.42
80.41
12.15
47.35
44.aJ
42.441
43.74
78.41
33.32
43.14
33.42

POINT

R21
R20
II tG
R ,.
R 17
R ,.
R 14
R 1~
R 1~
R11
R 10
-.,
-.2
P 1

UHf

L313
L314
L315
LJ11
LJ17
LJ1.
LJ1.
L320
L321
L322
L323
L324
L325
L32I
L327
L328
L321
L330
W1
..2
M3
..4
..5
...

AA 1
M2
AA3
AA4
M5
MI
M7
MI
MI
M 10
M 11
M 12
M 13
M 14
M 14
M 14
M 11
M17
M ,.
a
t

Y36
Y
Y
Y
Y
Y
Y
V
V
V 2:5
Y 4
V
V
V
V
V1t
Y Ie
V 17
VlI
V 15
V 14
V 13
V 12
V11
V 18
..
v.
V7
V'
V5
V4
V3
V2
.22
.21
..
.It
.,1
.,7
.,.
.15
.,4
.,3
W 12
.11
.,0
.1
.1
W7
W8
W5
W4
W3
W2
WS8
WS7
WS'
WS5
WS4
WS3
WS2
WS 1
R'
R7
RI
R5
R4
R3
R2
R 1

DlAECllON

DISTANCE
15.1t3
92.30
85.88
17,00
83.56
73.71
10117
73.78
51."
12a.28
83.72
43.38
51043
78.n
97.34
78.83
54..01
82.M

UHf
..7
..8
Me
..,0
..11
..,2
..,3
..,4
..,5
..11
..,7
..,8
..,Q

N.C.53

SITE

SITE

VICINITY SKETCH
( NOT TO SCALE )

l.n
L8I
182
t..a3
L84
l.85
L8I
L87
l88
L127
L128
Ll21
L130
L131
L132
L133
L141
L142

i

,..,.

11:

TQO
TII1
~
TD'
TCU.
~

i 5156:: W
I-
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.~.-.
ntl S 79'08::: W
TI1 5 53"27'21' W
c: 't. ..

I, JOHNNY J. W1WAM5. PROfESSIONAl LAND SURVEYOR, CERTIFY THAT
THIS MAP WAS PREPARED UNDER MY SUPER'vtSlON FROM AN ACTUAl
SURVEY MADE UNDER MY SUPER\1SIQN CQUPlE1EO ON ~ NOlES
FROM REFERENCES AS SHC*'t HEREON; lHAT BOUNDARIES NOT
SURVEYED ARE NOlED AS suat AND PlOTTED FROM REFERENCES
AS SHO., HEREON; 1HA T THE CALClJLA lED ERROR OF ClOSURE EXCEEDS
1: 15.000 ; AND THAT THIS MAP WAS PREPARED IN ACCORDANCE
WTH TITlE 21 CHAPlER 56 SECTION .1600 OF THE N.C. ADMINISTRATIVE CODE

~

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THIS CERTIFIES THAT THIS COPY Of THIS PLAT ACCURA TEL Y DEPICTS THE
BOUNDARY OF THE JURISDICTION Of SECTION 404 Of THE ClEAN WATER
ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE
IS A CHANGE IN THE LAW OR OUR PUBUSHED REGULATIONS, THIS
DETERMININA TION OF SECTION 404 JURISDICTION MAYBE REUED UPON
FOR A PERIOD NOT TO EXCEED FIVE YEARS FROU THIS DATE. THE
DETERMINATION WAS MADE UTlUZlNG THE 1987 CORPS OF ENGINEERS
WETLANDS DEUNEA TION MANUAL;

(NAME)

(TITLE)
(DA TE)

(AID I)

WETLANDS SURVEY

FOR:

CAROLINA INV.ES:rUSN7'S:

INC.

INDIVIDUAL TRACT ON N.C.S.R. 1107 (HARRIS CREEK ROAD)
AND N.C.S.R. 1148 (NELSON PARK ROAD)
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, N.C.

DA IE:
SCALE;

.300" 150' 0'

~

6f"

300'

I

JANUARY 31, 2005
1" = 300'

~

JOHNNY J. 'I.LIJA6S L4ND SURYIYINC

P.O. BOX 778, BEULA VlLLE, N.C. 28518 :J:.. I
PHONE: [phone] FAX: [phone] ~
Et~AIL: SURVEY @ DUPlINNET.COM

PRQ.ECT: CAROlINA INVESllAENTS
FILE NAME: BROOE105-VoEllANDS

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EIP = EXISm~G IRON PiPE
EIS = EXISTING IRON S TAKE
ECM = EX!STING CONCRETE MONUMENT
IPS IRON PIPE SET
ISS = IRON STAKE SET
AG = TOP ABOVE GROUND SURFACE
BG = TOP BELOW GROUND SURFACE
R/W = RIGHT-OF-WAY
't -= CENTERLINE
IE = PROPERTY LINE
ERWM = EXISTING CONCRETE R/W
MONUMENT
o = NONMONUMENTED POINT IN BRANCH
OR DITCH UNLESS ALONG R/W OF N.C.S,R
1107 AND N,C,S,R, 1148 (SEE NOTE 3)
D TEE
~ = ELEVATED CART PATH

!' THE PROPERTY ';,HOWN HERi::Oh; I~) I'~~n I.OCiU:"C Wi'r.i,"
t> SPECIAL 100 Yt:AR Fl.OOlJ h,l\L.AFW ARt..'> A;::,CCJRi)If\jC
TO f-LOOD INSUF~ANCE RA T[ tvLl\P COWv1ur,;";Y k',\N[:. ~"u
.')70.340-'0300-( 'JArED JUl. Y 2, 1987

BEARINGS i\ND
MIl..E BRAI\J(H

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FROM

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1-33

~REAI Ct\~:-;Er,~N I!M8ER ~c. LL_j~~

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,i) fIE BOUNDAR'" iNFORMATION SHOWN HEf,:"
FfWM A 80UND/\RY SURVEY t3Y ,jOHr,HH ,j
lAND SURVEy,i'>!(; DATcO MAY 17, 2~)OO.

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[)EU fJOCk 1606, PAGE 319

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,'3 J WETLANDS DEl.ip,EA TION PROVIDED B~' DUPUI\j Cy..'~~ ~\
SOIL AND WATER JOHNNY J WILLIAMS
I.AND SURVEYl!',(, ASSUMES N() RESPONS:B'L: 1""
FOR THE ACCL:F<l,CY OF THIS m:UNEATION

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"1241'

N 00'16'13" W
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79,13'

4) BEARINGS AND ~)iSTA.NCES ALONG TreE WE1LN\j[)S U"FS, l 81'1', 'C)':<MK'H,
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MAPPING GRADe UNIT DURING APRil ",ND
AS A CLASS B ::':S SURVE Y PU~ ~)E C W)N

130,14'

N 20'38'14"

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MILE BRANCH

79 35'

BRANCH is THE
SEE NOTE

BEARINGS AND DIS T ANCES Al_ONG
DITCH FROM 133 TO 130

5~ ALL CONTOUR LINES AND ELEV,b, TI()i'~~: AS Sriew!'J HERr~~yj I~f\'.
TAKEN FROM AN AERIAL TOPOGRN'H:C SURV[Y p~RFClm,,\f'~.\ U'
SOUTHERN AERIAL SERVICES

N 09'46'53"

95,85'

N 21'29'26" E
N 12'46'54" E

" f:>.3,54'

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6') GOLF COURSE L.AYOUT AS SH<J\Nh, HEREON 'Nf\S [,[:S:(,!\;rT,
BY RUSTY SIMMONS HOLE LOCA::ONS Wt:Pi::: PR()V:';[[J
E3Y OWNERS OF PROPERTY FROM ;H[iR OW~4 ,'IU [)
LiJCA TiON JCI"'H~rW J WILLiAMS LA.ND SURVE YiNC;
HAS PERFORMED NO SURVE'(:",C OF HOLE'~)

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TRACT # .:'.1
'fTD BOOK 1606, F~t-\GE 319

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