20050731 Ver 1_COMPLETE FILE_20050429

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
January 12, 2006
Teague-Hankins Development Corp.
Attn: Tom Hankins
8368 Six Forks Road, Suite 102
Raleigh, NC 27615
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 05-0731
Wake County
Subject Property: Shadow Creek Subdivision
UT to New Light Creek [03-04-01, 27-13-(2), WS IV, NSW CA (nutrient sensitive,
critical area)]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B.0233) with Additional Conditions - MODIFICATION
Dear Mr. Hankins:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 147 feet of streams and 10,427 square feet (ft) of protected riparian buffers
for the purpose of three driveway crossings at the subject property, as described within your application
dated April 29, 2005 and received by the N.C. Division of Water Quality (DWQ) on April 29, 2005, with
a modification to the application received by the DWQ on June 8, 2005. After reviewing your
application, we have decided that the impacts are covered by General Water Quality Certification
Number(s) 3404 (GC3404). The Certification(s) allows you to use Nationwide Permit(s) 14 when issued
by the US Army Corps of Engineers (USACE). Please replace the Certification issued to you on June
10, 2005, with this Certification. This letter shall also act as your approved Authorization Certificate for
impacts to the protected riparian buffers per 15A NCAC 213 .0233. In addition, you should obtain or
otherwise comply with any other required federal, state or local permits before you go ahead with your
project including (but not limited to) Erosion and Sediment Control, and Non-discharge 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 or CAMA 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 of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
NQol401 Oversight/Express Review Unit Naturally
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone] Internet: http://h2o.enr.state.nc.us/ncwetiands
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
Teague-Hankins Dev. Corp.
Page 2 of 4
1/12/06
Amount Approved
Units Plan Location or Reference
Stream 147 feet Sheet 1 of 3
Buffers 10,427 (square ft. Sheets 1 of 3, 2 of 3 and 3 of 3
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.
3. Diffuse Flow
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate
before discharging into a stream as identified within 15A NCAC 2B .0233 (5). If this is not
possible, it may be necessary to provide stormwater facilities that are considered to remove
nitrogen. This may require additional approval from this Office.
4. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe
within the buffer, wetland or water prior to any land disturbing activities to ensure compliance
with 15A NCAC 2B.0233 and GC 3404.
5. Construction Stormwater Permit NCG010000
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 (NCGO10000) 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 http: //h2o. enr.state. nc. uslsulForms Documents. htm.
Teague-Hankins Dev. Corp.
Page 3 of 4
1/12/06
6. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands,
waters and protective buffers in order to assure compliance for future wetland, water and buffer
impact. These mechanisms shall be put in place prior to impacting any wetlands, waters and/or
buffers approved for impact under this Certification Approval and Authorization Certificate. A
sample deed notification can be downloaded from the 401/Wetlands Unit web site at
http://h2o.enr.state.nc.us/ncwetlands. The text of the sample deed notification may be modified
as appropriate to suit to this project.
7. Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream profiles
are not altered. Existing stream dimensions (including the cross section dimensions, pattern, and
longitudinal profile) must be maintained above and below locations of each culvert. Culverts shall
be designed and installed to allow for aquatic life movement as well as to prevent head cutting of
the streams. If any of the existing pipes are or become perched, the appropriate stream grade shall
be re-established or, if the pipes installed in a perched manner, the pipes shall be removed and re-
installed correctly.
8. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
9. No Sediment & Erosion Control Measures w/n 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.
10. 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 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
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 or CAMA 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 150B of
WQC #3404
• 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.
7. 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;
8. 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 project also requires a CAMA Permit, one
payment to both agencies shall be submitted through the Division of Coastal Management and will be the
higher of the two
fees;
9. 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 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 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 Billowed and written plans submitted for DWQ
approval as required in those protocols. When compensator'\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.
Projects may also be implemented once payment is made to a private mitigation bank or other in-lieu fee
program, as specified in the written concurrence of 401 Certification for a project. 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;
10. 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, 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 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;
11. 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;

Q"-T F
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Certificate of Completion
OVER J.
DWQ ProjectNo.: U S 07 S1 County: WA ke
Applicant: ?QA9 (Je uCANkNS
Project Name: A40W CrP. U?&.UiS tot)
Date of Issuance of 401 Water Quality Certification: -J Me. 10 ? 7t?5
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 401/Wetlands Unit, North
Carolina Division 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
I, , hereby stat,& iat, to the best of my abilities, due care .and
diligence was used in the observation of the construction su&- ijit the construction was observed to be built
within substantial compliance and intent of the 401 Water Que'?ty Certification and Buffer'Rules, the
approved plans and specifications, and other supporting materials.
Signature:
Date:
Agent's Cert fication
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:
Date.-.
Uthis project was designed by a Certified Professional
I, -D- ALE y"?vk y , as a duly registered Professional M C
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 annce was used in the observation of the construction such that
the construction was observed to,b8*)t*MfV:8;ibstantial compliance and intent'of the 401 Water Quality
Certification a m Rulese4nd specifications, and other supporting materials.
Signature: O SEAL egi$tration No.: Z6 Date: Z ZUD?
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gQt? Michael F. Easley, Governor
William G. Ross Jr., Secretary
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epartment of Environment and Natural Resources

C? C Alan W, Klimek, P.E. Director
Division of Water Quality
June 10, 2005
DWQ Project # 05-0731
Wake County
Teague-Hankins Development Corp.
Attn: Tom Hankins
8368 Six Forks Road, Suite 102 RECEIVED JUN 1 5 2005
Raleigh, NC 27615
Subject Property: Shadow Creek Subdivision
UT to New Light Creek [03-04-01, 27-13-(2), WS IV, NSW CA (nutrient sensitive,
critical area)]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Mr. Hankins:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 62 feet of streams and 5,880 square feet (ft) of protected riparian buffers for
the purpose of three driveway crossings at the subject property, as described within your application dated
April 29, 2005 and received by the N.C. Division of Water Quality (DWQ) on April 29, 2005. After
reviewing your application, we have decided that the impacts are covered by General Water Quality
Certification Number(s) 3404 (GC3404). The Certification(s) allows you to use Nationwide Permit(s) 14
when issued by the US Army Corps of Engineers (USACE). This letter shall also act as your approved
Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 2B .0233. In
addition, you should obtain or otherwise comply with any other required federal, state or local permits
before you go ahead with your project including (but not limited to) Erosion and Sediment Control, and
Non-discharge 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 or LAMA
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 of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
401 Oversighl/Express Review Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands

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Teague-Hankins Dev. Corp.
Page 2 of 4
6110105
Amount Approved
nits Plan Location or Reference
Stream 62 feet Sheets 1 of 3, 2 of 3 and 3 of 3
Buffers 5,880 square ft. Sheets 1 of 3, 2 of 3 and 3 of 3
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;
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.
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.
3. Diffuse Flow
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate
before discharging into a stream as identified within 15A NCAC 2B.0233 (5). If this is not
possible, it may be. necessary to provide stormwater facilities that are considered to remove
nitrogen. This may'require additional approval from this Office.
4. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe
within the buffer, wetland or water prior to any land disturbing activities to ensure compliance
with 15A NCAC 2B .0233 and GC 3404.
5. Construction Stormwater Permit NCG010000
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 (NCGO10000) 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 htty.•//h2o.enr.state.ne.us/su/Forms Documents.htm.
Teague-Hankins Dev. Corp.
Page 3 of 4
6/10/05
6. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands,
waters and protective buffers in order to assure compliance for future wetland, water and buffer
impact. These mechanisms shall be put in place prior to impacting any wetlands, waters and/or
buffers approved for impact under this Certification Approval and Authorization Certificate, A
sample deed notification can be downloaded from the 401/Wetlands Unit web site at
http://h2o.enr.state.nc.us/ncwetlands. The text of the sample deed notification may be modified
as appropriate to suit to this project.
7. Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream profiles
are not altered. Existing stream dimensions (including the cross section dimensions, pattern, and
longitudinal profile) must be maintained above and below locations of each culvert. Culverts shall
be designed and installed to allow for aquatic life movement as well as to prevent head cutting of
the streams. If any of the existing pipes are or become perched, the appropriate stream grade shall
be re-established or, if the pipes installed in a perched manner, the pipes shall be removed and re-
installed correctly.
8. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
9. No Sediment & Erosion Control Measures w/n 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.
10. 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 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
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 or CAMA 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 150B of
Teague-Hankins Dev. Corp.
Page 4 of 4
6/10/05
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 1SOB.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have
any questions, please telephone John Dorney or Cyndi Karoly at 919-733-1786.
Sincerely,
'?
ar-7-4
Alan W. Klimek, P.E.
AWK/dae
Enclosures: GC 3404
Certificate of Completion
cc: Walter Cole-S&EC, 11010 Raven Ridge Road, Raleigh, NC 27614
USAGE- Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 050731 ShadowCreek(Wake)401+buffer
WQC #3404
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 (D'WQ)
Regulations in 15A NCAC 2H, Section .0500 and 15A NCAC 26.0200 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) (14) of the Corps of Engineers regulations (Nationwide Permit No. 14 and Regional General Permit
198200031) and for the Riparian Area Protection Rules (Buffer Rules) in 15A NCAC 2B.0200. The category of
activities shall include any fill activity for road crossings and is limited to fill less than one-third acre in tidal waters
and less than one-half acre in non-tidal waters. This Certification replaces Water Quality Certification Number
2177 issued on November 5, 1987, Water Quality Certification Number 2666 issued on January 21, 1992, Water
Quality Certification Number 2732 issued on May 1, 1992, Water Quality Certification Number 3103 issued on
February 11, 1997, Water Quality Certification Number 3289 issued on June 1, 2000 and Water Quality
Certification Number 3375 issued March 18, 2002. This WQC is rescinded when the Corps of Engineers re-
authorizes Nationwide Permit 14 or Regional General Permit 198200031 or when deemed appropriate by the
Director of DWQ.
The State of North Carolina certifies that the specified categopry 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, 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. .
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, 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.
• Lakes and Ponds - Lake and Pond Impacts Enumeration- 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;
2. Proposed fill or substantial modification of wetlands or waters (including streams) under this General
Certification requires application to and prior written concurrence from the Division of Water Quality;
D? wAT f R
r
O `C
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
June 10, 2005
Teague-Hankins Development Corp.
Attn: Tom Hankins
8368 Six Forks Road, Suite 102
Raleigh, NC 27615
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 05-0731
Wake County
Subject Property: Shadow Creek Subdivision
UT to New Light Creek [03-04-01, 27-13-(2), WS W, NSW CA (nutrient sensitive,
critical area)]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Mr. Hankins:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 62 feet of streams and 5,880 square feet (ft) of protected riparian buffers for
the purpose of three driveway crossings at the subject property, as described within your application dated
April 29, 2005 and received by the N.C. Division of Water Quality (DWQ) on April 29, 2005. After
reviewing your application, we have decided that the impacts are covered by General Water Quality
Certification Number(s) 3404 (GC3404). The Certification(s) allows you to use Nationwide Permit(s) 14
when issued by the US Army Corps of Engineers (USACE). This letter shall also act as your approved
Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 213 .0233. In
addition, you should obtain or otherwise comply with any other required federal, state or local permits
before you go ahead with your project including (but not limited to) Erosion and Sediment Control, and
Non-discharge 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 or CAMA
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 of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
401 Oversight/Express Review Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
N ne Caro 'na
tural??y
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Teague-Hankins Dev. Corp.
Page 2 of 4
6/10/05
Amount Approved
(Units) Plan Location or Reference
Stream 62 feet Sheets 1 of 3, 2 of 3 and 3 of 3
Buffers 5,880 (square ft. Sheets 1 of 3, 2 of 3 and 3 of 3
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.
3. Diffuse Flow
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate
before discharging into a stream as identified within 15A NCAC 2B .0233 (5). If this is not
possible, it may be necessary to provide stormwater facilities that are considered to remove
nitrogen. This may require additional approval from this Office.
4. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe
within the buffer, wetland or water prior to any land disturbing activities to ensure compliance
with 15A NCAC 2B .0233 and GC 3404.
5. Construction Stormwater Permit NCGO10000
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 (NCGO10000) 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 http://h2o.enr.state.ne.uslsu/Forms Documents.htm.
Teague-Hankins Dev. Corp.
Page 3 of 4
6/10/05
6. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands,
waters and protective buffers in order to assure compliance for future wetland, water and buffer
impact. These mechanisms shall be put in place prior to impacting any wetlands, waters and/or
buffers approved for impact under this Certification Approval and Authorization Certificate. A
sample deed notification can be downloaded from the 401/Wetlands Unit web site at
http://h2o.enr.state.nc.us/ncwetlands. The text of the sample deed notification may be modified
as appropriate to suit to this project.
7. Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream profiles
are not altered. Existing stream dimensions (including the cross section dimensions, pattern, and
longitudinal profile) must be maintained above and below locations of each culvert. Culverts shall
be designed and installed to allow for aquatic life movement as well as to prevent head cutting of
the streams. If any of the existing pipes are or become perched, the appropriate stream grade shall
be re-established or, if the pipes installed in a perched manner, the pipes shall be removed and re-
installed correctly.
8. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
9. No Sediment & Erosion Control Measures w/n 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.
10. 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 401 /Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
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 or CAMA 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 150B of
Teague-Hankins Dev. Corp.
Page 4 of 4
6/10/05
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have
any questions, please telephone John Dorney or Cyndi Karoly at 919-733-1786.
Sincerely,
Alan W. Klimek, P.E.
AWKldae
Enclosures: GC 3404
Certificate of Completion
cc: Walter Cole-S&EC, 11010 Raven Ridge Road, Raleigh, NC 27614
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 050731 ShadowCreek(Wake)40 1 +buffer
• Soil & Environmental Consultants, PA
11010 Raven Ridge Road Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
_"'W andEC.com
r ,
S&EC Project # 9065.W1
To: US Army Corps of Engineers N.C. Division of Water Quality
Raleigh Regulatory Field Office 401 Oversight and Express Permits Unit
Attn: Andrea Wade Attn: Cyndi Karoly
6508 Falls of the Neuse Road, Suite 120 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27614 Raleigh, NC 27604-2260
From: Walter Cole tog
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road
Raleigh, NC 27614
Re. Shadow Creek Subdivision pt
Wake County, NC WETtWu
On behalf of the owner, Teague-Hankins Development Corp., please find attached a complete
application and supplemental information requesting written concurrence from the U.S. Army
Corps of Engineers (USACE) and the N.C. Division of Water Quality (DWQ) that the activities
proposed below may precede under Nationwide Permit 14 and General Water Quality
Certification 401. Please contact me at [phone] if you have any questions or require
additional information.
PRn.IFCT Sl1MMARY
Project Name Shadow Creek Subdivision
Project Type NWP 14 - Road Crossing
Owner / Applicant Teague Hankins Development Corp.
Count Wake
Nearest Town Wake Forest
Waterbod Name UT of New Light Creek
Basin / Sub-basin 03-04-01
Index Number 27-13-(2
Class WS IV NSW CA
IMPACT SUMMARY
Stream Impact (acres): .009
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) .009
Total Stream Impact (linear feet): 62
Attachments:
Pre-construction Notification (PCN) Application Form
Agent Authorization Form
Creedmoor, NC - USGS Quad. Map
Soil Survey Map - Sheet No. 6
Overall Impact Map
Impact Maps - Lots 30, 31, & 32
Wetland Data Forms
Buffer'Confirmation Letter (DWQ EXP # 04-1670)
Wetland Delineation Map
Storm water Plans & Calculations (DWQ only)
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
o`'C? wA r?qQ?
7
r
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
January 12, 2006
Teague-Hankins Development Corp.
Attn: Tom Hankins
8368 Six Forks Road, Suite 102
Raleigh, NC 27615
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 05-0731
Wake County
Subject Property: Shadow Creek Subdivision
UT to New Light Creek [03-04-01, 27-13-(2), WS IV, NSW CA (nutrient sensitive,
critical area)]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B.0233) with Additional Conditions - MODIFICATION
Dear Mr. Hankins:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise- impact 147 feet of streams and 10,427 square feet (ft) of protected riparian buffers
for the purpose of three driveway crossings at the subject property, as described within your application
dated April 29, 2005 and received by the N.C. Division of Water Quality (DWQ) on April 29, 2005, with
a modification to the application received by the DWQ on June 8, 2005. After reviewing your
application, we have decided that the impacts are covered by General Water Quality Certification
Number(s) 3404 (GC3404). The Certification(s) allows you to use Nationwide Permit(s) 14 when issued
by the US Army Corps of Engineers (USACE). Please replace the Certification issued to you on June
10, 2005, with this Certification. This letter shall also act as your approved Authorization Certificate for
impacts to the protected riparian buffers per 15A NCAC 2B .0233. In addition, you should obtain or
otherwise comply with any other required federal,-state or local permits before you go ahead with your
project including (but not limited to) Erosion, and Sediment Control, and Non-discharge 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 or CAMA 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 of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
401 Oversighl/Express Review Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] / Intemet: http://h2o.enr.state.nc.us/ncwetlands
N r Carolina
Awmally
Teague-Hankins Dev. Corp.
Page 2 of 4
1/12/06
Amount Approved
nits Plan Location or Reference
Stream 147 feet Sheet 1 of 3
Buffers 10,427 (square ft. Sheets 1 of 3, 2 of 3 and 3 of 3
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.
3. Diffuse Flow ,
All constructed stormwater conveyance outlets shall. be directed and maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate
before discharging into a stream as identified within 15A NCAC 2B .0233 (5). If this is not
possible, it may be necessary to provide stormwater facilities that are considered to remove
nitrogen. This may require additional approval from this Office.
4. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe
within the buffer, wetland or water prior to any land disturbing activities to ensure compliance
with 15A NCAC 2B.0233 and GC 3404.
5. Construction Stormwater Permit NCG010000
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 (NCGO 10000) 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 http://h2o.enr.state.nc.uslsulForms Documents.htm.
Teague-Hankins Dev. Corp.
Page 3 of 4
1/12/06
6. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands,
waters and protective buffers in order to assure compliance for future wetland, water and buffer
impact. These mechanisms shall be put in place prior to impacting any wetlands, waters and/or
buffers approved for impact under this Certification Approval and Authorization Certificate. A
sample deed notification can be downloaded from the 401/Wetlands Unit web site at
http://h2o.enr.state.nc.us/ncwetlands. The text of the sample deed notification may be modified
as appropriate to suit to this project.
7. Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream profiles
are not altered. Existing stream dimensions (including the cross section dimensions, pattern, and
longitudinal profile) must be maintained above and below locations of each culvert. Culverts shall
be designed and installed to allow for aquatic life movement as well as to prevent head cutting of
the streams. If any of the existing pipes are or become perched, the appropriate stream grade shall
be re-established or, if the pipes installed in a perched manner, the pipes shall be removed and re-
installed correctly.
8. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur. in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
9. No Sediment & Erosion Control Measures w/n. 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.
10. 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 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
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 or CAMA 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 150B of
Teague-Hankins Dev. Corp.
Page 4 of 4
1/12/06
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have
any questions, please telephone Ian McMillan Dorney or Cyndi Karoly at 919-733-1786.
AWK/dae
Enclosures: GC 3404
Certificate of Completion
Sincerely,
a_?
C /7_71
Alan W. Klimek, P.E.
cc: Walter Cole-S&EC, 11010 Raven Ridge Road, Raleigh, NC 27614
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 050731ShadowCreek(Wake)401+buffer Updated
wATF9
?G
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
June 10, 2005
Teague-Hankins Development Corp.
Attn: Tom Hankins
8368 Six Forks Road, Suite 102
Raleigh, NC 27615
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 05-0731
Wake County
Subject Property: Shadow Creek Subdivision
UT to New Light Creek [03-04-01, 27-13-(2), WS IV, NSW CA (nutrient sensitive,
critical area)]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Mr. Hankins:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 62 feet of streams and 5,880 square feet (ft) of protected riparian buffers for
the purpose of three driveway crossings at the subject property, a's described within your application dated
April 29, 2005 and received by the N.C. Division of Water Quality (DWQ) on April 29, 2005. After
reviewing your application, we have decided that the impacts are covered by General Water Quality
Certification Number(s) 3404 (GC3404). The Certification(s) allows you to use Nationwide Permit(s) 14
when issued by the US Army Corps of Engineers (USACE). This letter shall also act as your approved
Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 213 .0233. In
addition, you should obtain or otherwise comply with any other required federal, state or local permits
before you go ahead with your project including (but not limited to) Erosion and Sediment Control, and
Non-discharge 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 or CAMA
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 of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
401 Oversight/Express Review Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] /Internet: http://h2o.enr.state.nc.us/ncwetiands
One
Carolina
Naturally
Teague-Hankins Dev. Corp.
Page 2 of 4
6/10/05
Amount Approved
nits Plan Location or Reference
Stream 62 feet Sheets 1 of 3, 2 of 3 and 3 of 3
Buffers 5,880 (square ft. Sheets 1 of 3, 2 of 3 and 3 of 3
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.
3. Diffuse Flow
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate
before discharging into a stream as identified within 15A NCAC 2B .0233 (5). If this is not
possible, it may be necessary to provide stormwater facilities that are considered to remove
nitrogen. This may require additional approval from this Office.
4. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these
boundaries approved under this authorizdtion shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe
within the buffer, wetland or water prior to any land disturbing activities to ensure compliance
with 15A NCAC 213.0233 and GC 3404.
5. Construction Stormwater Permit NCG010000
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 (NCGO10000) 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 http://h2o.enr.state.nc.us/su/Forms Documents.htm.
Teague-Hankins Dev. Corp.
Page 3 of 4
6/10/05
6. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands,
waters and protective buffers in order to assure compliance for future wetland, water and buffer
impact. These mechanisms shall be put in place prior to impacting any wetlands, waters and/or
buffers approved for impact under this Certification Approval and Authorization Certificate. A
sample deed notification can be downloaded from the 401 /Wetlands Unit web site at
http://h2o.enr.state.nc.us/ncwetlands. The text of the sample deed notification may be modified
as appropriate to suit to this project.
7. Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream profiles
are not altered. Existing stream dimensions (including the cross section dimensions, pattern, and
longitudinal profile) must be maintained above and below locations of each culvert. Culverts shall
be designed and installed to allow for aquatic life movement as well as to prevent head cutting of
the streams. If any of the existing pipes are or become perched, the appropriate stream grade shall
be re-established or, if the pipes installed in a perched manner, the pipes shall be removed and re-
installed correctly.
No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
9. No Sediment & Erosion Control Measures w/n 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.
10. 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 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
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 or CAMA 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 150B of
Teague-Hankins Dev. Corp.
Page 4 of 4
6/10/05
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have
any questions, please telephone John Dorney or Cyndi Karoly at 919-733-1786.
Sincerely,
AWK/dae
Alan W. Klimek, P.E.
Enclosures: GC 3404
Certificate of Completion
cc: Walter Cole-S&EC, 11010 Raven Ridge Road, Raleigh, NC 27614
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 050731 ShadowCreek(Wake)401+buffer
}'' 0*50 9
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
F?Vand]EC.corn
A01 I " t' S&EC Project # 9065.W l
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Andrea Wade
6508 Falls of the Neuse Road, Suite 120
Raleigh, NC 27614
From: Walter Cole
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road
Raleigh, NC 27614
Re: Shadow Creek Subdivision
Wake County, NC
N.C. Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi Karoly
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260

On behalf of the owner, Teague-Hankins Development Corp., please find attached a complete
application and supplemental information requesting written concurrence from the U.S. Army
Corps of Engineers (USACE) and'the N.C. Division of Water Quality (DWQ) that the activities
proposed below may precede under Nationwide Permit 14 and General Water Quality
Certification 401. Please contact me at [phone] if you have any questions or require
additional information.
PROJECT SUMMARY
Project Name Shadow Creek Subdivision
Project Type NWP 14 - Road Crossing
Owner / Applicant Teague Hankins Development Coax .
Count Wake
Nearest Town Wake Forest
Waterbod Name , UT of New Light Creek
Basin / Sub-basin 03-04-01
Index Number .27-13-(2)
Class WS IV NSW CA
IMPACT SUMMARY
Stream Impact (acres): .009
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) .009
Total Stream Impact (linear feet): 62
Attachments:
Pre-construction Notification (PCN) Application Form
Agent Authorization Form
Creedmoor, NC - USGS Quad. Map
Soil Survey Map - Sheet No. 6
Overall Impact Map
impact Maps- Lots 30, 31, & 32
Wetland Data Forms
BuffWConfirmation Letter (DWQ EXP # 04-1670)
Wetland Delineation Map
Storm water Plans & Calculations (DWQ only)
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 34817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] F?ax: (336,)540-8235
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Soil & Environmental Consultants, PA
11010 Raven Ridge Road - Raleigh, North Carolina 27614 - Phone: [phone] - Fax: [phone]
www.SandEC.com
S&EC Project # 9065.W1
To: US Army Corps of Engineers N.C. Division of Water Quality
Raleigh Regulatory Field Office 401 Oversight and Express Permits Unit
Attn: Andrea Wade Attn: Cyndi Karoly
6508 Falls of the Neuse Road, Suite 120 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27614 Raleigh, NC 27604-2260
From: Walter Cole
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road
Raleigh, NC 27614
Re: Shadow Creek Subdivision, Wake County, NC
JUN 8 2005
H
WET[MM AHDASTO AfERBRANC
Please note that this is an amended application for the application previously submitted
on 04-30-05. Wake County required changes to the previous plan that is resulting in the
increased impacts.
On behalf of the owner, Teague-Hankins Development Corp., please find attached a complete
application and supplemental information requesting written concurrence from the U.S. Army
Corps of Engineers (USACE) and the N.C. Division of Water Quality (DWQ) that the activities
proposed below may precede under Nationwide Permit 14 and General Water Quality
Certification 401. Please contact me at [phone] if you have any questions or require
additional information.
PROJECT SUMMARY
Project Name Shadow Creek Subdivision
Project Type NWP 14 - Road Crossing
Owner / Applicant Teague Hankins Development Corp.
Count Wake
Nearest Town Wake Forest
Waterbod Name UT of New I i ht Creek
Basin / Sub-basin 03-04-01
Index Number 27-13- 2
Class WS IV NSW CA
IMPACT SUMMARY
Stream Impact (acres): .022
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) ,022
Total Stream Impact (linear feet): 147
Attachments:
Pre-construction Notification (PCN) Application Form
Revised Overall Impact Map
Revised Impact Maps - Lots 30, 31, & 32
$200 Application Fee to DWQ
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawnd de Drive
Concord, NC 28025 Greensboro, N(727455
Phone: [phone] Phone: (336)'40-8234
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Office Use Only:(IpNR51'^AIU°ifCJCth?Vh,It.l?V Form Version March 05
USACE Action ID No. DWQ No. 05073 1
(If any particular item is not applicaeie to tins project, please enter Not Appilcauic m Nih .i
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Pen-nit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 14
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: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Teague-Hankins Development Corp. Attn: Tom Hankins
Mailing Address: 8368 Six Forks Road Suite 102
Raleigh NC 27615
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: snyderhankinspnc rr com
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: Walter Cole
Company Affiliation: Soil & Environmental Consultants PA
Mailing Address: 11010 Raven Ridge Road
Raleigh NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: wcole(a-)sandec com
Page 5 of 13
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: Shadow Creek Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only)
N/A
3. Property Identification Number (Tax PIN): PIN# 1803723194
4. Location
County: Wake Nearest Town: Wake Forest
Subdivision name (include phase/lot number): Shadow Creek Subdivision Lots 30,31,32
Directions to site (include road numbers/names, landmarks, etc.): This 67.54 acre site is
located on the east side of New Light Road (SRI 907), approximately 1000 feet northeast of
the intersection of New Light Road and Purnell Road (SR 1909) in Wake County, NC.
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): 36.0324343N 78.6335224W
6. Property size (acres): 67.54 acres
7. Name of nearest receiving body of water: New Light Creek
8. River Basin: Neuse
(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: Currently the site consists of agricultural land use and
Page 6 of 13
forested undeveloped land. The land use within the vicinity of the project consists primarily
of residential and agricultural land use.
10. Describe the overall project in detail, including the type of equipment to be used: The
overall project consists of the construction of three separate private driveway crossings that
will serve the home sites for the proposed Shadow Creek Subdivision Lots 30, 31,and 32.
Typical heavy equipment associated with road construction will be used for this project.
Impacts resulting from the construction of these private drives will consist of 62 linear feet of
stream channel and 5,880 square feet of Neuse River Riparian Buffer.
11. Explain the purpose of the proposed work: The purpose of the proposed work is to provide
driveway access for Lots 30, 31, and 32 in the proposed Shadow Creek Subdivision.
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 applicant requested a detailed wetland delineation prior to site plan
development. On October 19, 2004, Mrs. Deborah Edwards of the NC-DWQ conducted a site
visit to determine the buffers on-site. A copy of Mrs. Edward's buffer confirmation letter is
attached. A Jurisdiction Determination has been requested from the USACE and a copy of the
Wetland Delineation map is provided. No permits have been requested for this protect prior to
this application.
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.
None known at this time.
VI. Proposed Impacts to Waters of the United States/Waters of the State
Page 7 of 13
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
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 impacts consist of the
construction of three separate private driveway crossings that will serve the home sites for
the proposed Shadow Creek Subdivision Lots 30, 31,and 32. Typical heavy equipment
associated with road construction will be used for this project. Impacts resulting from the
construction of these private drives will consist of 62 linear feet of stream channel and 5,880
square feet of Neuse River Riparian Buffer.
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,
separately list impacts due to both structure and flooding.
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)
N/A N/A N/A N/A N/A N/A

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: +/-2 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. multiply length X width. then divide by 43.560.
Stream Impact
Perennial or Average Impact Area of
Number Stream Name Type of Impact
ittent'?
Intermittent? Stream Width Length Impact
(indicate on map) Before Impact (linear feet) (acres)
2C UT -New Light Cr. Permanent/culvert perennial 5' 23' .0026
Page 8 of 13
2H UT -New Light Cr. Permanent/culvert perennial T 18' .0029
3C UT -New Light Cr. Permanent/culvert perennial 7' 21' .0034

Total Stream Impact (by length and acreage) 62 .009
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 map) Name Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake' pand estuary' sound bay'
ocean, etc.) Area of
Impact
(acres)
N/A N/A N/A N/A N/A

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the proiect:
Stream Impact (acres): .009
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) .009
Total Stream Impact (linear feet): 62
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.
N/A
8. 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.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
Page 9 of 13
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. The USACE's current policy
requires applicants to avoid and minimize wetland and stream channel impacts to the maximum
extent practicable and maw require further compensatory mitigation to offset unavoidable losses
of waters of the US when impacts exceed the requirements for notification (0.10 acre). The
proposed private driveways are needed to provide access to the home sites for Lots 30, 31, and
32 from Mountain Way Drive in the proposed Shadow Creek Subdivision. The applicant has
configured the subdivision design to avoid any major road crossings, wetland impacts, and has
put a portion of the streams and wetlands on-site into open space. Because the applicant has no
choice but to construct these private drive crossings to access the proposed home sites, and
because he has minimized his impacts to just these three crossings, S&EC believes further
compensatory mitigation should not be required by the USACE.
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://h2o.enr.state.nc.us/ncwetlands/stnngide.html.
Page 10 of 13
I . 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.
N/A
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): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
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
Page 1 l of 13
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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 213.0259 (Tar-Pamlico), 15A NCAC 0213.0243 (Catawba) 15A NCAC
2B .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* r__, Multiplier ?r „
1 3,519 3 (2 for Catawba) N/A
2 2,361 1.5 N/A
Total 5,880 N/A
* Zone I 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 2B .0242 or.0244, or.0260. N/A
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. Total acreage=67.54 acres, impervious surface
area=3.55%. maximum allowable impervious surface area=15%, average allowable impervious
area for 51 lots=6 602 sq ft (see site data on attached map for impervious breakdown)
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.
Individual on-site wastewater systems permitted through the Wake County Department of
Environmental Services.
Page 12 of 13
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
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
are no future impacts resulting from future development for this 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).
N/A

Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
Oct 13 04 09:50a Snyder-Hankins [phone] P.2

Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Landowner
Name: _?_.?I o?N?Vhf
Address: _ 9 3 ?S/ Six 1?s dP! Ste, i? z ?uA, &f C- rs
3 --
Phone: ( o ' 6 3 3 ?-
Project Name/ Description:
r
Date: 10 t-1-1 &-J
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Fox 1890
Wilnnuigton, NC 28402

Attn:-I,r;?'.
Field Office: '
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
1, the current ro er owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to furnish upon request
supplemental information in support of applications, etc, from this day forward. The l z nr day of
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You should call S&EC
to arrange a site meeting prior to visiting the site.
&Lo, cro ?t"as"s SQ r?k•.,_ / ??w l >?.? r ?e.?, c,Rp
Print Property Owner's Na e V Property Owner's Si ature
cc: Mr. John Dorney cc: Mr. Walter Cole
NCDENR - DWQ Soil & Environmental Consultants, PA
2321 Crabtree Boulevard
Raleigh, NC 27604 blank agent auth form.doc
Charlotte Office: Greensboro Office: Hickory Office•
236 LePhillip Court, Suite C 3817-E Lawndale Drive 622 Coon Mountain Lane
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone: [phone]
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Fax: [phone]
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19,
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m 1.0?? TNo?
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?o I co to 4mto I -4 CA
N?
1 1? 1 I I I W I I ?sJ
V
0
m
D
326 SF
NB-Z2
629 S
MOUNT Aj? SAY
ZONE z ?
2C ZONE I ? ?` .:.:.. 499FSF
23 LF $
:j ^ 578GSF
NB-Zl
? GRASS SWALE
/\
(TYPICAL)
2H
-7 A
18 LF
213 517 SF
NB-Zi ;;:: ? . , zap i
323 SF ZONE z V
NB-Z2 V
V
21 V
7 520 SF
NB-Z1
?J 2J
O?/ 339 SF
NB-Z2
Driveway width is set at 16 feet wide.
Note: Topograp W conditions dictate locotian of gross swales
Note: See O dl Wetiands Impact Map For Area Location
SCALE. 1'= 40' DATE 04112105
O _ .12 of 3
WITHERS &- RAVENEL SHADOW CREEK SUBDIVISION
ENiINEERS I PLANNERS I SURVEYORS IMPACT MAP
III aw. e"' fta C*gkm Mil M 910-40-ua am o"-W-4m ?.Wmm u""'`?"' WAKE COUNTY NORTH CAROLINA

3C
21 LF
38
555 SF
3A
329 SF
3E
545 SF
NB-Z2
3D
720 SF
NB-Z

i1

s / IS
Driveway width is set at 16 feet wide.
Note: Topographical conditions dictate grass swale on low-side of Wm

SCALE l-- 40' DATE: 0H33
Note: See Omdl Wetlands lmnact Mm For Area Location WITHERS & RAVENEL SHADOW CREEK SUBDIVISION
ENGINEERS 1 PLANNERS I SURVEYORS IMPACT MAP
"' -*,,K ' 0,M coy. NW& Cmalm 27511 ae 91"01-3340 ac M-W-MM . ..?n www.Lm WAKE COUNTY NORTH CAROLINA
NTaiN ?
Y
GRASS SWALE
ZONE 2
ZONE 1
Z ?
Lj' p
L ZONE 1
a
ZONE 2
v L `can55 SwAI£
L
t GRASS SWALE
: L
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Gibbs Property- Shadow Creek S/D Date: 10-08-04
Applicant/Owner: Teague-Hankins Development Corp. County: Wake
Investigator: Walter Cole State: NC
Do Normal Circumstances exist on the site? X Yes No Community ID: he*A V+e ti(! ow/
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID: l.?t[ •?
Is the area a potential Problem Area? Yes X No Plot ID: Wetland @flag 616
(If needed, explain on reverse.)
VFnFTATIAN
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Lonicera japonica VINE FAC- 9.
2. Acer rubrum TREE FAC 10.
3. Ilex glabra SHRUB FACW 11.
4. Woodwardia virginica HERB OBL 12.
5. Saururus cemuus HERB OBL 13.
6. Smilax rotundifolia VINE FAC 14.
7. Boehmeria cylindrica HERB FACW+ 15.
8. Microstegium vimineum HERB FAC+ 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 87%
Remarks:
HYDROLOGY
_ Recorded Data (Describe in Remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
x Saturated in Upper 12 Inches
x Sediment Deposits
x Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
x Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: N/A (in.) x Water-Stained Leaves
Local Soil Survey Data
Depth to Free Water in Pit: 6 (in.) FAC-Neutral Test
Other (Explain in Remarks)
Depth to Saturated Soil: 6 (in.)
Remarks:
11 __JJ
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
Project/Site: Gibbs Property - Shadow Creek S/D Plot ID: Wetland @ flag 616
SOILS
Map Unit Name Drainage Class: Poorl Drained
(Series and Phase): Worsham Field Observations
Taxonomy (Subgroup): Typic Ochraqults Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-6 A 10YR4/1 Sand Loam
3-12 Btg 10YR6/2 10YR 6/4 Common, prominent Sand Clay Loam
Hydric Soil Indicators:
Histosol Concretions
_
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
x Aquic Moisture Regime x Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
x Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
L_
-1
WETLANDS DETERMINATION
Hydrophytic Vegetation Present? x Yes No Is this sampling point within a wetland?
Wetland Hydrology Present? x Yes No x Yes No
Hydric Soils Present? x Yes No
Remarks:
1L__ 11
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Gibbs Property - Shadow Creek S/D Date: 10-08-04
Applicant/Owner: Teague-Hankins Development Corp. County: Wake
Investigator: Walter Cole State: NC
Do Normal Circumstances exist on the site? X Yes No Community ID: Mixed Pine Hardwood
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes X No Plot ID: Upland near flag 616
If needed, explain on reverse.
VFnFTOTION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Lonicera japonica VINE FAC- 9.
2. Pinus Taeda TREE FAC 10.
3. Ilex opaca SHRUB FAC- 11.
4. Quercus nigra TREE FAC 12.
5. Juniperus virginiana TREE FACU- 13.
6. Smilax rofundifolia VINE FAC 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 50%
Remarks:
HYDROLOGY
Recorded Data (Describe in Remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
Saturated in Upper 12 Inches
Sediment Deposits
Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: N/A (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Free Water in Pit: >16" (in.) FAC-Neutral Test
Other (Explain in Remarks)
Depth to Saturated Soil: >16" (in.)
Remarks:
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
Project/Site: Gibbs Property - Shadow Creek S/D Plot ID: Upland near flag 616
SOILS
Map Unit Name Drainage Class: Well Drained
(Series and Phase): Appling Field Observations
Taxonomy (Subgroup): Typic Hapludults Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-6 Al 10YR5/2 Sand loam
6-12 A2 10YR6/4 Sand Loam
10-16 Bt 7.5YR5/6 Sand clay loam
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
L_
11
WETLANDS DETERMINATION
Hydrophytic Vegetation Present? x Yes No Is this sampling point within a wetland?
Wetland Hydrology Present? Yes x No Yes x No
Hydric Soils Present? Yes x No
Remarks:
L_ I
Q??
RCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
October 19, 2004
DWQ EXP # 04-1670
Wake County
Teague-Hankins
Attn: Tom Hankins
8368 Six Forks Road, Suite 202 OCT 2 5 2004
Raleigh, NC 27615
Subject Property: Gibbs Property (67 acres)
UT to New Light Creek
On-Site Determination for Applicability to the Neuse;River Riparian Area Protection Rules
(15A NCAC 2B.0233)-EXPRESS REVIEW PROGRAM
Dear Mr. Hankins:
On October 19, 2004, at your request I conducted an on-site determination to review three
features located on the subject property for applicability to the Neuse Buffer Rules (15A NCAC
2B .0233). The features are labeled as "A, B and C" on the attached maps initialed by me on
October 19, 2004.
The Division of Water Quality (DWQ) has determined that the features labeled as "A and
B" on the attached maps are subject to the Neuse Buffer Rule, the origin of these features
have been delineated and flagged in the field and are identified as flags 24A & 25A for
feature A and flag 304 for feature B. Feature C is not subject to the Neuse Buffer Rule.
Feature D, which is also identified on these maps was not contested and therefore this
feature remains subject to the Neuse Buffer Rule. These features and their associated buffers
should be identified on any future plans for this property. The owner (or future owners) should
notify the DWQ (and other relevant agencies) of this decision in any future correspondences
concerning this property. This on-site determination shall expire five (5) years from the date of
this letter.
Landowners or affected parties that dispute a determination made by the DWQ or Delegated
Local Authority that a surface water exists and that it is subject to the buffer rule may request a
determination by the Director. A request for a determination by the Director shall be referred to
the Director in writing c/o John Dorney, DWQ Wetlands/401 Unit, 2321 Crabtree Blvd.,
Raleigh, NC 27604-2260. Individuals that dispute a determination by the DWQ or Delegated
Local Authority that "exempts" a surface water from the buffer rule may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. Applicants are
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650 One
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 NorthCarohna
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands Nalna"//y
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Teague-Hankins
Page 2 of 2
10/19/04
hereby notified that the 60-day statutory appeal time does not start until the affected party
(including downstream and adjacent landowners) is notified of this decision. DWQ recommends
that the applicant conduct this notification in order to be certain that third party appeals are made
in a timely manner. To ask for a hearing, send a written petition, which conforms to Chapter
150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, N.C. 27699-6714. This determination is final and binding unless you
ask for a hearing within 60 days.
This letter only addresses the applicability to the buffer rules and does not approve any activity
within the buffers. Nor does this letter approve any activity within Waters of the United States
or Waters of the State. If you have any additional questions or require additional information
please call Debbie Edwards at [phone].
Sincerely,
Alan. W. Klimek, P.E.
AWK/dae
Attachments: Wake County Soil Survey map
USGS Creedmoor Quad map
cc: Mike Horan, DWQ Raleigh Regional Office
File Copy
Central Files
Walter Cole-S&EC
Filename 041670Gibbs(Wake)EXP+origin
Project #: Scale:
M5 w•t > ^=2000
Project Date: Figure 1- USGS Quad
Mgr.: WC 09-2004 Teague-Hankins
Gibb Property 67-Acres
New Light Road
Wake Co., NC
AVWIW">•A
•
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] - [phone]
Web Page: www.SandEC.com
CREEDMOOR, NC
1998
NINA 525611 SW-SERIES V842
10
Project M Scale:
9065 W1 1"=1320'
Fi
Project
Mgr.: we bate; -
09-2004 gure 2 - Soil Survey
Teague-Hankins
---- Gibb Property 67-Acres

--- New Light Road
--- Wake Co., NC
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] - [phone]
Web Page: www.SandEC.com

LOT 26
o s '
F BoM_1926--Pg-938
cr E is LOT 20
3
? i BF I r ,,
o OT 19`
PURNELL 9 BoM A996 Pg 938
a ?F TRACT "B° LOT 18
o DB 6382 Pg 89 ' j
VICINITY MAP NOT TO SCALE \ LOT 16
I ' BoM 1996 Pg 939
I, LEONARD H. SULLIVAN, JR., CERTIFY THAT THIS PLAT WASH
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE \ -- LOT 15 ?FN\
UNDER MY SUPERVISION USING REFERENCES SHOWN HEREON; THAT
Cs?
THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES 22 3 LOT 14
PLOTTED FROM INFORMATION SHOWN HEREON; THAT THE RATIO OF N/F I \ a\
PRECISION AS CALCULATED IS 1: THAT THIS Vj/ BDGNAR
PLAT WAS PREPARED IN ACCOADANC WITH G. S. 47-30 AS PAGE \ G
AMENDED. WITNESS MY OAIGI IL SIGNATURE, R ISTRATION jQ/, OB 11009 BOM 19 6 g 93?
NUMBER, AND SEAL THIS -/2f- DAY OF A.D p Pg 1003
?Q? LOT 13 ?o
BOUNDARY LINE TABLE
LINE BEARING DISTANCE
Li S 01'14'20' W 154.86
L2 N 82'00'28' W 372.79
L3 N 14'11'27' E 278.42
L4 N 50'38'21' W 303.16
L5 N 50'38'21' W 33.63
l6 N 13'17'56' E 595.03
L7 N 11'45'53' E 85.34
WETLAND TIE TO BOUNDARY TABLE
REFERENCES:
DB 11199 Pg BBO
BoM 2000 Pg 43
BoM 1997 Pg 1046
BoM 1997 Pg 127
BoM 1996 Pg 936-939
BoM 1995 Pg 1521
BoM 1993 Pg 1617
BoM 1993 Pg 563
DB 11009 Pg 1003
LEGEND:
0 IRON FOUND
+ MAPPING POINT
x WETLAND FLAG
F
co
z
cr
O
S,
0
2
0
z
2005. --
ABE• -2, 99 lm?
(ri
p LOT 12
S? LOT 1 BoM 1996 Pg 939
u
9
)2 BoM 1993'Pg 1617 160
GISTRATION UMBER LOT 2 gy p, ??
LOT 27 .
ALSO, I CERTIFY: 0?"y BoM 1997 Pg 427
A. THAT THE SURVEY CREATES A SUBDIVISION OF LANG B° H D, ((',"? I T% tr
LOT 28, ? 4' I
WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN ?r TRACT
All
ORDINANCE THAT REGULATES PARCELS OF LAND LOT 3 ISS 67.5082 AC ;G1
B. THAT THE SURVEY IS LOCATED IN A PORTION OF A 6 % LOT 29 , A C, ?
COUNTY OR MUNICIPALITY THAT IS UNREGULATED AS TO AN BoM 1993 Pg 1617 '9 ?P L of
? ? 99J
E THAT REGULATES PARCEL OF LAID / 1
C. ANY ONE OF THE FOLLOWING: s ; 'LOT 30-A;' OENk - IVATEE ' j
LOT Pg 36104B OS ;i S?J MIIATER BEM
STPARCEL OR REET OR BoM 199-7
NOIS OF AN T CREATE EXISTING
THAT THE PARCELS OF LAND AND SURVEY
CHANGEEXISTING STREET. j LOT 4 LOT
FA THAT THE SURVEY IS OF AN EXISTING BUILDING OR LOT 5 I
OTH STRUCTURE, OR NATURAL FEATURE, SUCH AS A )
WATERCOURSE. BoM 1993 Pg,58? P-4GE 5 LOT 31
3. THAT THE SURVEY IS A CONTROL SURVEY. ?? - - _--? BoM 1997 Pg 127
0. THAT THE SURVEY IS OF ANOTHER CATEGORY, SUCH AS POINT NORTH EAST DESCRIPTOR Sp,
THE RECOMBINATION OF EXISTING PARCELS, A COURT-ORDEAED 591 832367.9141 2107670.8111 TOP OF BANK A PLINE LOT 3 ?PAQ 6
SURVEY, OR OTHER EXCEPTION TO THE DEFINITION Of 592 832363.8994 2107675.5320 TOP OF BANK A PLINE lpy ?? ?f`? \ `)
SUBDIVISION. S `
E. THAT THE INFORMATION AVAILABLE TO THE SURVEYOR IS 593 830640.6953 2109222.2642 TOP BANK A PLINE
SUCH THAT THE SURVEYOR IS UNABLE TO MAKE A DETERMINATION 594 830639.7198 2109229.2124 TOP BANK A PLINE 9BS _ ?.
TO THE BEST OF THE SURVEYOR'S PROFESSIONAL ABILITY AS TO 595 830611.2145 2109575.0623 TOP BANK A PLINE LOT 2 PERMANENT
PROVISIONS CONTAINED IN (A) THROUGH (D) ABOVE. 596 830597.0772 2109574.7566 TOP BANK A PLINE BoM 1993 Pg 583 7 n I OPEN SPACE
622 832615,7436 2106563.3897 WL 38.11 _j BoM 1996 Pg 1004
THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES 1059 831162.1155 2107801.8919 TOP BANK A PLANE- N 88'33 08" W 809.55' y J J
AS WATERS OF THE U.S. OR WETLANDS ALL AREAS OF WATERS 1060 831167.2642 2107795.7554 TOP BANK A PLANE LOT 1
OF THE U.S., INCLUDING WETLANDS, REGULATED PURSUANT TO BoM 1995 Pg 1591
SECTION 404 OF THE CLEAN MATER ACT AS DETERMINED BY THE LOT 12 81 2000 UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN NOTES: - - - PAGE OF g b
LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF
MAY BE R
SECTION 404 URISDICT
IED PERIOD NOT TOJEXCEED FIVENYEARS FROMETHIS DAUPON TE FTHIS i. AREAS COMPUTED BY COORDINATE METHOD. S U L L I VAN SURVEYING WETLAND DELINEATION MAP:
DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF 2. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES. 1143-D EXECUTIVE CIRCLE CARY. NC 27511 GI BBS PROPERTY
ENGINEERS WETLAND DELINEATION MANUAL. TRACT "A"
3. THIS SURVEY DONE WITHOUT THE BENEFIT OF A TITLE SEARCH AND IS SUBJECT [phone] FAX: [phone] BOUNDARY TAKEN FROM DB 11199 Pg B80
TO ANY FACTS WHICH MAY BE DISCLOSED BY A FULL AND ACCURATE TITLE SEARCH.
NAME NEW LIGHT TOWNSHIP
4. NO IMPROVEMENTS, EASEMENTS OR OTHER ENCUMBRANCES THAT MAY EFFECT OWNER: TEAGUE-HANKINS DEVELOPMENT, CORP.
8368 SIX FORKS ROAD, SUITE 202 WAKE COUNTY NORTH CAROLINA
PROPERTY SHOWN AS A PART OF THIS WETLANDS DELINEATION PLAT.
TITLE VISION GATES RALEIGH, NC 27615 SCALE: 1' = 400' PIN: 1803.04-72-4275
5. WETLANDS DELINEATED BY SOIL & ENVIRONMENTAL CONSULTANTS, PA. DB 11199 P9 880 DRAWN BY: RFW2 SURVEYED BY: JOM
DATE: 18 JANUARY, 2005 Jos f 4 04/05
DATE
LINE BEARING DISTANCE
LB N 49'37'19' W 6.20
L9 S 44'07'32' W 70.08
LiO S 50'00'10' E 8.01
Lii S 82'00'28' E 16.97
L12 S 82'00'28' E 7.02
L13 S B2'00'28' E 30.77
L14 S 82'00'26' E 84.17
L15 N 01'14'20' E 5.86
060731
N
4

s
LINE BEARING DISTANCE

L1 N 49'37'19'' W 6.20
\ POINT
834
835
836 NOR
832412.9747
832417.212
832395.2137 EAST
07368.7954
21 .9426
2107 8687 DESCRIPTOR
CTOPI
CTOP2
CTOPI POINT
B11
812
813 NORTH
832395.7457
832395.0146
832383.7811 EAST
2107218.3376
2107212.53!2
2107228.1157 DESCRIPTOR
CTOPI
CTOP2
CTOP1
o
f?
9

920

9?G
90 F
v? s
1

??

9fG\

9 AIPAR AI N BU R 837
838
839
840
841
842
843
844
845
846
847 832396.2875
832375.5123
832370.7333
832385.2530
832378.1662
832368.2354
832361.5441
632374.9656
832363.3829
832378.1283
832373.D432 2107373. 48
2!07381.
2!07376.9738
2107426.7588
2107423.8237
2107441.5440
2107439.8644
207490.2838
207491.2719
2107513.5567
2107552.6107 CTOP2
CTOP]
OP2
CT
CTOP2
CTOPI
CTOP2
CTOPI
CTOP2
CTOPI
CTOPI 814
616
817
818
819
820
821
3

825
626 832378.6012
832394.6159
832406.4322
832403.4483
832430.0857
B32421.882
832425.2416
832419.6672
832439.55fO
832437.1717
438.6394 2107228.1720
2107252.6661
210725!.2000
2107256.9559
2107278.4640
2107281.4879
2107296.5966
2107299.3668
2107309.8155
2107313.9131
2107327.9733 CTOP2
CTOP2
CTOP2
CTOP2
CTOPI
CTOP2
CTOPI
CTOP2
CTOPI
CTOP2
CTOPI

Y MAP NOT TO SCALE 648
9 832367.8511
832368.5668 2107515.3927
2107545.2613 CTOP2
CTOP2 827
628 36.0577
832 1336 2107335.7284
2107340.3756 CTOP2
CTOPI
I, LEONARD H. SULLIVAN. JR., CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE 650 \32360.5581 2507552.2248 CTOP1 829 832428. 2107350.4888 CTOPI
830
UNDER MY SUPERVISION USING REFERENCES SHOWN N; THAT 832437. 2107337.9357 CTOP2
? 031 832424.7697 7348.5399 CTOP2
THE BOUNDARIES NOT SURVEYED ARE SHOWN AS 8R INES 832 832428.8300 21 9.8723 CTOPI
PLOTTED FROM INFORMATION SHOWN HEREON; THAT THE R OF ?- N
PRECISION AS CALCULATED IS f: 10,600+ TH T T IS /
9
Sq
PLAT WAS PREPARED IN ACCORDANCE WITH G. S
. -3O\AS? ? N9 my w 021 \0-)K 832
AMENDED. WITNESS MY ORIGI L SIGNATURE, Rf?ISTRATION x-- / A PORTION SHOWN OF
NUMBER, AND SEAL THIS DAY OF "MARCH A.p., V 23 '6 ? n 50' NEUSE RIVER RIPARIAN 10,
100
2005. WETLAND / e%, 834 TRACT A BUfiFEp F
9
SURVEY
- 2821
REGI RATION NUMBER
REFERENCES:
DB 11199 Pg BB0
BoM 200D Pg 43
BoM 1997 Pg 1048
BoM 1997 Pg 127
BoM 1996 Pg 938-939
BoM 1995 Pg 1521
BOM 1993 Pg 1617
BoM 1993 Pg 583
OB 11009 Pg 1003
LOT 14
1e\ DB 11199 Pg 880 \'? 916 BDM
61 1 ? X 1 o?KB36 qq
V rD ?? co? ?? /1
m
m
z
°z
0
co
z
d?
1996 ?g 939
? ? 6 l
\ I 14 ?LOT 13
\ \\ _ 0?, ?2 -? - TOP OF BANK _ 847 860
91
/ e
___Ax j f
ALSO, I CERTIFY: 3 9
A. THAT THE SURVEY CREATES A SUBDIVISION OF LAND >- '? ?xg6g 865x ?r 871
X99
WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN RIP ARjAN? ' v ??S
ORDINANCE THAT REGULATES PARCELS OF LAND ?? ° ?? >?y 664%
B. THAT THE SURVEY IS LOCATED IN A PORTION OF A
COUNTY OR MUNICIPALITY THAT IS UNREGULATED AS TO AN POINT NORTH EAST DE PTOR
ORDINANCE THAT REGULATES PARCEL OF LAND 716 832265.3828 2107309.8733 WL DCL3'
C. ANY ONE OF THE FOLLOWING: 718 832289.3684 2107325.2117 :r400 ICL3' WETLAND
1. THAT THE SURVEY IS OF AN EXISTING PARCEL OR 720 832296.7611 2!0733!.6995 8TT30i ]c
PARCELS OF LAND AND DOES NOT CREATE A NEW STREET OR 722 832284.7309 2107342.0672 2CL3' / Q
CHANGE AN EXISTING STREET. 724 832285.2348 2107356.2294 WL 302C13' x m 0 /
126 832290.2685 2107372.9082 302CL3' n N < ,? POINT --Jf KITH EAST DESCRIPTOR F 9 J<(
THAT THE SURVEY IS OF AN EXISTING BUILDING OR N N ?/
OTHER STRUCTURE, OR NATURAL FEATURE, SUCH AS A 728 8832322.5 2107355.7416 WL 5000L4'STLW n n n ?P 592 832363.694 2167675.5320 TOP OF BANK A PLUS \ f `Fg RIPARIAN
WATERCOURSE.
732 832375.0095 210738].8298 WL 405CL3' i 852 832339.8152 2107451.]231 W 309CL3'
3. THAT THE SURVEY IS A CONTROL SURVEY. 0 c?
735 832313.1155 2107397.0621 tIL 3 CL3' 853 832347.1636 2107429.2403 WL 401CL2'LW p1' ti i T%
0. THAT THE SURVEY IS OF ANOTHER CATEGORY, SUCH AS 737 832322.4737 2107391.6014 1fl 4046L3' 854 832341.7664 2107480.3104 WL 311CL3' Cam' `.{iT ' r•3" j'
?7d 1
THE RECOMBINATION OF EXISTING PARCELS, A COURT-ORDERED 739 832331.3715 2107403.3365 WL 503Tr4O3 50' NEUSE RIVER P% 85 6 5 8833233044.3984 2107494.9374 W L 313CL4'
SURVEY, OR OTHER EXCEPTION TO THE DEFINITION OF 741 832334.0176 2107398.2905 WL 502CL2
SUBDIVISION. 743 832327.8144 21073BO.2283 WL 501CL3' _/ 857 832353.5221 2107552.6948 WL 3l4CL4'TTCH n ?? ` !V ?U
E. THAT THE INFORMATION AVAILABLE TO THE SURVEYOR IS 746 832343.6131 2107419.5603 WL 402CL3' 859 832351.3759 2107554.8320 CTOP2 h 1
SUCH THAT THE SURVEYOR IS UNABLE TO MAKE A DETERMINATION 747 832340.8132 2107429.8096 WL 3DOCL3'TT400 860 832369.6006 2107582.9290 CTOPf
TO THE BEST OF THE SURVEYOR'S PROFESSIONAL ABILITY AS TD 748 832321.7249 2107409.7340 WL 307CL3' 861 832353.4467 2107593.9171 CTOP1 lT.? V"" 'ITV nri
PROVISIONS CONTAINED IN (A) THROUGH (D) ABOVE. 853 832347.1536 2107429.2403 WL 401CL2'LW 862
210763.0 2107619.0678 CTOPi
86 B3P?,g CTOPS ?PNOS10[??VATEBBRA?
t1Vy
865 632341.606 2107569.766 CTOPi
THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES 666 832346.7098 2107590.4560 CTOP2
AS WATERS OF THE U.S. OR WETLANDS ALL AREAS OF WATERS 867 832363.7457 2107665.2246 CTOP7
OF THE U.S., INCLUDING WETLANDS, REGULATED PURSUANT TO 869 B3233B.B35! 2107615.2739 CTOP2
SECTION 404 OF THE CLEAN WATER ACT AS DETERMINED BY THE 870 632315.3033 210762.3966 CTOP2
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN 871 6323.1812 2507678.5123 CTOP2
NOTES
LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF
SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A 1 AREAS COMPUTED BY COORDINATE METHOD.
PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THIS
DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF 2 ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
ENGINEERS WETLAND DELINEATION MANUAL.
3. THIS SURVEY DONE WITHOUT THE BENEFIT OF A TITLE SEARCH AND IS SUBJECT
TO ANY FACTS WHICH MAY BE DISCLOSED BY A FULL AND ACCURATE TITLE SEARCH.
NAME
TITLE
4. NO IMPROVEMENTS, EASEMENTS OR OTHER ENCUMBRANCES THAT MAY EFFECT
PROPERTY SHOWN AS A PART OF THIS WETLANDS DELINEATION PLAT.
5. WETLANDS DELINEATED BY SOIL S ENVIRONMENTAL CONSULTANTS, PA.
SULLIVAN SURVEYING
1143-D EXECUTIVE CIRCLE CARY. NC 27511
[phone] FAX: [phone]
OWNER' TEAGUE-HANKINS DEVELOPMENT, CORP.
8368 SIX FORKS ROAD, SUITE 202
VISION DATES RALEIGH, NC 27615
OB 11199 Pg 880
PAGE 2 OF 7
GIBBS PROPERTY
TRACT "A"
BOUNDARY TAKEN FROM DB 11199 P9 BBO
NEW LIGHT TOWNSHIP
WAKE COUNTY NORTH CAROLINA
SCALE: 1" = 50' PIN: 1803.04-72-4275
DRAWN BY: RFW2 SURVEYED BY: JDM
DATE: IB JANUARY, 2005 JOB f 4 04/05
DATE
I JA 5 POINT NORTH
667 632436.3957
o Fs 668 B32429.3350

CIS 669 B32423.9937
FACTS o 670 832420.9903
OAIWF f3 671 832405
8035
B
? .
z t
9 678 B32401.BB65
h ?q
J 2 6B8 832434.9749
0
NEN 699 832434.3665
PURNELL 0
9 691 832427.2010
?G 693 832419.8965
o F 695 932414.6884
a `6% 632408.1844
69h, 832418.0787
700 \ 632415.4251
VICINITY MAP NOT TO SCALE 702 9.19ez
I, LEONARD H. SULLIVAN, JR., CERTIFY THAT THIS PLAT WAS 703 i3
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE 704 832396.3759
UNDER MY SUPERVISION USING REFERENCES SHOWN HEREON; THAT 765 '
THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES 707
Toe 832404.
832396.11
PLOTTED FROM INFORMATION SHOWN HEREON; THAT THE RATIO OF _78g` 832389.184
PRECISION AS CALCULATED IS 1: 10,000+ THAT THIS 70 632405.2005,
PLAT WAS PREPARED IN ACCORDANCE WITH G. S. 47-30 AS 711 832367.4620
AMENDED. WITNESS MY ORIGI?N6L SIGNATURE; REGISTRATION 712 832365.582q
NUMBER, AND SEAL THIS DAY OF MARCH Ap„ 713
2005. 14
11 3
717\
719 t
9226
23
7 1642
SURVEY 725 1606
127 832406.89;35
L 2821 729 832431.7015
REGIST TION NUMBER 731 832424.1703
733 832445.9212
ALSO, I CERTIFY: 734 832450.6143
THAT THE SURVEY CREATES A SUBDIVISION OF LAND
A 736 32455.4722
.
WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN 732
742 6 832458.1020
032460.0336
ORDINANCE THAT REGULATES PARCELS OF LAND 744 832472.5931
B. THAT THE SURVEY IS LOCATED IN A PORTION OF A 745 832477.7165
COUNTY OR MUNICIPALITY THAT IS UNREGULATED AS TO AN 752 832485,7897
ORDINANCE THAT REGULATES PARCEL OF LAND 754 632491.5716
C. ANY ONE OF THE FOLLOWING: 755 832492.6465
1. THAT THE SURVEY IS OF AN EXISTING PARCEL OR 756 832490.4845
PARCELS OF LAND AND ODES NOT CREATE A NEW STREET OR 757 832560'6816
758 832494.4110
CHANGE AN EXISTING STREET. ? ?9 ?4
0 THAT THE SURVEY IS OF AN EXISTING BUILDING OR 762 832391.8086
OTHER STRUCTURE, OR NATURAL FEATURE, SUCH AS A 772 &32552,7912
WATERCOURSE. 773 832535.8800
3. THAT THE SURVEY IS A CONTROL SURVEY. 774 832533.5440
0. THAT THE SURVEY IS OF ANOTHER CATEGORY, SUCH AS 775 832520.1496
THE RECOMBINATION OF EXISTING PARCELS, A COURT-ORDERED 776 &32508.0666
SURVEY, OR OTHER EXCEPTION TO THE DEFINITION OF 779 8324733401
SUBDIVISION. 1581 931061.7816
THAT THE INFORMATION AVAILABLE TO THE SURVEYOR IS
E 26" 832397.5293
.
SUCH THAT THE SURVEYOR IS UNABLE TO MAKE A DETERMINATION ?
2646 B92413.1226
832422.2270
TO THE BEST OF THE SURVEYOR'S PROFESSIONAL ABILITY AS TO 2647 B32429.7578
PROVISIONS CONTAINED IN (A) THROUGH (D) ABOVE. 2648 832442.4982
2649 832446.0473
THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES 2650 832436.1459
AS WATERS OF THE U.S. OR WETLANDS ALL AREAS OF WATERS 2651 832433.8807
2652 832446.3806
OF THE U.S., INCLUDING WETLANDS, REGULATED PURSUANT TO
SECTION 404 OF THE CLEAN WATER ACT AS DETERMINED BY THE
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN NOTES:
LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF
SECTIO 404 JURISDICTION MAY BE RELIED UPON FOR A
POINT NORTH EAST DESCRIPTOR REFERENCES: ,
748 832486.7340 2107121.3394 WL 40A DS 11199 Pg BOO
750 832465.7835 2107127,3BB1 ML 41ATTi0
751 832404.9430 2107111.8237 WL 10A SoM 2000 Pg 43
750 832495.2706 2107126.1234 WL 39A
9? ?? 3g2 751 832518.7685 2107118,1428 WL 36A BoM 1997 Pg 1048
I 390 ?\ 763 832544.2239 210709O.D659 WL 37A BoN 1997 Pg 127
?? 65 \ 764 832542.1263 2107074.7796 WL 0A
1eN ?A \ __ \ 765 832555.467B 2107060.4929 NL 14A BoM 1996 Pg 938-939
\ 9 766 832563.5501 2107079.9480 WL 35A
16 \ 767 632574.9600 2107070.2626 NL 35A gOM 1995 Pg 1521
36R, 777 832515.0514 2107090.7900 WL 12A BoM 1993 Pg 1617
778 832497.9833 2107097.5172 WL 11A
Sp U BoM 1993 Pg 583
`' AND NE
? ETL
16? ? \V A 9?? DS 11009 Pg 1003
1 \ o.y 39 \\\\ 99?A LEGEND:
\F ?, 99\ 0 IRON FOUND
X41 + MAPPING POINT
,? X366 G?? x WETLAND FLAG
POINti NORTH EAST DESCRIPTOR ?g \ \ 9
768 \ 1.5253 2107062.8412 WL 34A y \ 161
769 6746 2107043.660 WL 14A
770 8 7.8176 2107034.9192 WL 33A ??? \ \\k1?°
780 .8711 2106891.5265 WL 26A
781 8 79. 18 2106888.7557 WL 23A ?? 365
782 7 5 0 2106902 4981 ML 27A \
783
784
7B6
787
765
789
790
NL 9BTTTIOSTOP 793
WL 84 794
WL 9A 795
NL 7A \796
NL A
NL 5A
NL 6B
NL 4A
WL 5B
WL 3A
WL 610 667 M
WL DiBTTOLA'
WL 2B
WL 2A e
WL 3B
WL 48
WL 88
G
PROJECTED TOP OF BAN
PROJECTED TOP BANK
PROJECTED TOP BANK
PROJECTED TOP BANK
PROJECTED TOP BANK
PROJECTED TOP BANK
PROJECTED TOP BANK
PROJECTED TOP BANK
PROJECTED TOP BANK
N 1. AREAS COMPUTED BY COORDINATE METHOD.
EAST DESCRIPTOR
2106811.1688 WL 621
2106811.6061 NL 620
2106827.1640 WL 619
2106848.7596 WL 618
2106882.5683 WL 616
2106909.8421 WL 615
2106887.1427 WL 29B
2106913.9939 WL 28B
2106934.2674 WL 27B
2106968.309 WL 26B
2106989.5279 WL 25B
2107006.3202 WL 248
2107016.0807 WL 23B
2107025.9957 WL 22B
210
107002.3315 WL 612
275. WL 613
2106936.6163 14
2107044.9343 WL 200
2107057.3351 WL 609
2107171.7505 WL 603
2107057.5838 WL 19B
2107184.3497 WL 602
2107 09.5137 WL 601
210767.0101 WL 188
2107211.0870 WL 600TTCH
2107078.7904 WL 608
21089.3448 WL 176
2107 09.1337 WL 168
2107 06.2165 WL 607
210 125.6435 WL 606
146.2851 WL 605
210 57.3620 WL 604
21071 5.1901 WL 14B
21071 . WL 158
2107149.8349
2107150.9900
2107133.6630
2t07 1 28.5603
2107123.3533
2107114.2801
2107117.1967
2107097.3539
2107079.9861
2107066.1033
2107056.6902
2107047.5604
2107035.0432
2107032.7732
2107040.7090
2106357.7922
2106999.1815
2107009.4109
2106991.0163
2107014.6012
2107101.6054
2108787.7713
2107216.2927
2107216.3862
210720.7673
2107209.5003
2107212.2389
210708.6415
2107173.001
210701.5714
2101152.0398
PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THIS
DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF 2 ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
ENGINEERS WETLAND DELINEATION MANUAL.
NAME
6
B 6.39 2106912.3454 WL 2BA
8326 1.6075 2106907.8556 WL 22A 16
8326 .0943 \\?i%924.0293 WL 21A l1
8326 3652 2 9711 WL 29A
832660??f006 2i 7.9357 NL 30A 3 5 ?FT?Q? ?, V `{36
832635. 2 21039.8306 WL 20A 311 x AND I,
832624.6905 21 1.1289 WL 19A ? S
832615.4651 \210696.1007 WL IBA 1h
32617.1655 106967,9782 WL 17A ?0h 1ya336 x \',. x16 Ate, RI U
832fi16.7461 106985. WL 31A p ?? VAS ?a0 ER RIP
832627. 76 2107005. 37 NL 3zA 1h 1? \ 751 ARjpN
832611.94 2106993. WL 16A A PORTION SHOWN OF ` 5
832601.4075 2106990.52 WL 15A x,
832690.7510 2106875. 7 WL 25A ?? \ 156 Q
"All
832687.7741 21068744 WL 24A TRACT
DB 11199 Pg 880 ?A2 x 5 ?a
733652
WETLAND 2646
??eo ,? : ?•???
02547
boo _x ? X2646
5 \ 2645
s- `,(696 _x -72 WETLAND >
>> e o WETLAND 44?dy
709,
_NEUSE
?9fA9
PAGE 3 OF 7 UFFFA /
3. THIS SURVEY HONE WITHOUT THE BENEFIT OF A TITLE SEARCH AND IS SUBJECT
TO ANY FACTS WHICH MAY BE DISCLOSED BY A FULL AND ACCURATE TITLE SEARCH.
TITLE
4. NO IMPROVEMENTS, EASEMENTS OR OTHER ENCUMBRANCES THAT MAY EFFECT
PROPERTY SHOWN AS A PART OF THIS WETLANDS DELINEATION PLAT.
5. WETLANDS DELINEATED BY SOIL G ENVIRONMENTAL CONSULTANTS, PA.
SULLIVAN SURVEYING nGIBBS PROPERTY
1143-D EXECUTIVE CIRCLE CARY. NC 27511
[phone] FAX: [phone] TRACT "A"
BOUNDARY TAKEN FROM O8 11199 Pg 880
OWNER: TEAGUE-HANKINS DEVELOPMENT, CORP. NEW LIGHT TOWNSHIP
8368 SIX FORKS ROAD, SUITE 202 WAKE COUNTY NORTH CAROLINA
[VISION DATES RALEIGH, NC 27615 SCALE: i' = 50' PIN: 1803.04-72-4275
OB 11199 Pg 880 DRAWN BY: RFW2 SURVEYED BY: JDM
DATE: 18 JANUARY, 2005 JOB f 4 04/05
DATE
0
O
?9\
F
I. LEONARD H. SULLIVAN. JR., CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION USING REFERENCES SHOWN HEREON; THAT
THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES
PLOTTED FROM INFORMATION SHOWN HEREON; THAT THE RATIO OF
PRECISION AS CALCULATED IS 1: 10,000+ THAT THIS
PLAT WAS PREPARED IN ACCORDANCE WITH G. S. 47-30 AS
AMENDED. WITNESS MY ORIGkW SIGNATURE REGISTRATION
NUMBER, AND SEAL THIS DAY OF MARCH A.D.,
2005.
SURVEY
?i L - 2821
REGISTRATION NUMBER
ALSO, I CERTIFY:
A. THAT THE SURVEY CREATES A SUBDIVISIDN OF LAND
WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN
ORDINANCE THAT REGULATES PARCELS OF LAND
B. THAT THE SURVEY IS LOCATED IN A PORTION OF A
COUNTY OR MUNICIPALITY THAT IS UNREGULATED AS TO AN
ORDINANCE THAT REGULATES PARCEL OF LAID
C. ANY ONE OF THE FOLLOWING:
1. THAT THE SURVEY IS OF AN EXISTING PARCEL OR
PARCELS OF LAND AND DOES NOT CREATE A MEN STREET OR
CHANGE AN EXISTING STREET.
THAT THE SURVEY IS OF AN EXISTING BUILDING OR
OTHER STRUCTURE, OR NATURAL FEATURE, SUCH AS A
WATERCOURSE.
3. THAT THE SURVEY IS A CONTROL SURVEY.
D. THAT THE SURVEY IS OF ANOTHER CATEGORY, SUCH AS
THE RECOMBINATION OF EXISTING PARCELS, A COURT-ORDERED
SURVEY, OR OTHER EXCEPTION TO THE DEFINITION OF
SUBDIVISION
E. THAT THE INFORMATION AVAILABLE TO THE SURVEYOR IS
SUCH THAT THE SURVEYOR IS UNABLE TO MAKE A DETERMINATION
TO THE BEST OF THE SURVEYOR'S PROFESSIONAL ABILITY AS TO
PROVISIONS CONTAINED IN (A) THROUGH (D) ABOVE.
THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES
AS WATERS OF THE U.S. OR WETLANDS ALL AREAS OF WATERS
OF THE U.S., INCLUDING WETLANDS. REGULATED PURSUANT TO
SECTION 404 OF THE CLEAN WATER ACT AS DETERMINED BY THE
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN NOTES
LAN OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF
E RE I D PO FOR A
hS\
?1+

?p
NOW OR FORMERLY
BOGNAR
DB 11009 Pg 1003
P
ti
N
F
ti
P
2
POINT NORTH EAST DESCRIPTOR
641 832635.636 2106717.6825 WL 3B.23 LEGEND: REFERENCES:
642 832657.6572 2106696.0739 WL 38.23 / IRON FOUND DB 11199 Pg 880
61 832605.2379 2105625.256 0L 807 BoM 2000 Pg 43
62 832619.8`100 2106626.2778 WL 38.28 + MAPPING POINT
653 832609.5060 210608.0451 WL 806 BoM 1997 Pg 1048
654 B32634.B365 210679B.619i IL 38.27 x WETLAND FLAG
6515 832637.0043 2106766.8561 A_ 38.25 BoM 1997 Pg 127
656 832626.9903 2106163.9290 WL 805 6 BOM 1996 P9 938-939
657 832626.8057 2106742.69 WL 38.24
658 832618.8176 2106738.4937 NL 803 p1 BoM 1995 Pg 1521
659 832591.7356 2106747.3540 WL 802 BoM 1993 Pg 1617
797 &32690.7510 2106875.2287 WL 25A g
799 832698.4194 2106860.6i41 WL 20ACL2' BoM 1993 Pg 583
800 832703.8009 2106845.4363 WL 207CL3' a4a \
801 832715.4399 2105M.5938 WL 2D6CL3' p3 / l DB 11009 Pg ID03
803 832722.1903 2106808.1174 WL 2D5CL3'?
804 832727.5885 2106796.1727 WL 204CL3' \
805 832735.9080 2106784.5468 WL 203CL3'
806 832744.3747 2106769.7459 WL 202CL3' A PORTION SHOWN OF
807 832748.6122 2106756.0663 WL 201CL3' TRACT n A Ut 91
808 832756.1761 2106721.3364 WL 200CL1' o -?\
DB 11199 Pg 880
? s rn s ?
19
624x \`F9 WAND
x631 9,jp
WETLAND
_ ?AIQN V ??
64 'tX-
56 19
WETLAND POINT DRTH EAST Esc IPr`
1622 645 832518. 70 2106786.4674 WL 3t N 3k3\
m WETLAND 647 832503.87% 2106808.1865 WL 348
6`848 832503.7 2106826.1247 NL 338
640 649 B32554.5709 WL 809
p,?2 659' ? 650 832583.1370 2106136, 6594 WL BOB
k61\ \x661 661 832587.3911 210687 6M ML 38.29
Qp 6ti ? 13 539 ? 662 832524.1779 2106853.3879 ` BO9
POINT NORTH EAST DESCRIPTOR 663 832514.1893 21061983.2167 WL30
609 \ WETLAND ?{6f2 664 832478.6390 2106868.9447 WL 31
83254fi.fi66D 2!06698.2553 kL 38.6 ?
\
610 832540.50Bfi 2!06728.0730 WL ?.3CL3' 0 ? ?6f1 6BO 832490.5563 2106852.2860 WL 328
611 832560.1075 2106739.7742 WL BOf 6, \ 681 832497.6218 2tO6675.2676 WL BID \
t?K
A
612 832570.0133 2106704.8802 WL 200TT3BCL?(637 i/ 11636 683 832472.4615 2106898. 3871 WL 38.31
0a
/ ?a 684 832458.3569 2106887.2419 WL 38.3211308
613 832580.0506 2106682.4638 WL 7D1 9 19
614 632602.8209 2106691.2279 WL 704 b?? x TQ \686 832457.6890 21D6861.4066 WL 30B
615 B32599.222B 2106666.6222 WL 703 / 635
616 832600.6368 210660.9084 WL NO NUM w ?? \
617 832585.3625 2106637.5576 WL 36.8 6431E eh 662
618 832564.1973 210666.4084 WL 38.7 644
619 832590.5284 2106661.0439 WL 702 \
620 832591.1447 2106607.1343 WL 38.9 Tv7 r r?p
\ L! T
621 832601.1153 210682.6696 WL 38.10 X661
622 832615.7436 2106563.3897 WL 38.11 POINT NORTH EAST DESCRIPTOR
523 832625.4633 2106560.0251 WL 3B.f2 633 832535.3303 2106740.8527 WL 38.2 APR IUL
624 832560. 0072 2106557.5450 WL 33.14 634 832539.1087 2106752.6154 WL 38.ICL3' \ \ 664 J`
625 832670.8626 2106579.0269 WL 3B.14 635 832536.2407 2106753.5071 WL 30CL3'
626 832668.3998 2106602.6195 WL 38.16 636 832553.9545 2106761.4190 WL 39CL3' 674X6B3 Ut
627 832668.8698 2106619.5824 WL 38.11 643 832522 .2998 210676.1292 WL 37CL3' 1 / "` W?ET ;`
628 832565.7662 2106635.4926 WL 313.18 WETLAND u "
644 832514.3942 2106774.5630 NL 626TT31CL 1 686 1684
629 83266.2774 2106659.3396 WL 38.19 646 832498.6276 2106801.5177 WL 625 56
530 832668.9927 2106674.2865 WL 36.20 660 832583.1649 2106760.3225 WL 4DCL3'STOP
631 B32647.DB79 2106568.5733 WL 38.13 66 632451.6232 2f06B33.10BB WL 623
637 832553.5289 2106720.4884 WL BDOTT3B.3 666 832437.3639 2106 1.7763 WL 622 667
638 832552.0739 2106714.0896 WL 3B.4CL4' 667 832436.3957 2105Bii.i6BB WL 521 668
639 8325192.0346 2106717.1134 WL 70611700 666 832429.3350 2106811.6061 WL 620
640 832597.9757 210671B.873f WL 7D5 674 832468.4249 2106B28.SBOf WL 624 PAGE 4 OF 7 \
SECTION 404 JURISDICTION MAY B L E U N 1. AREAS COMPUTED BY COORDINATE METHOD.
PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THIS
DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF 2 ALL DISTANCES ARE HORIZONTAL GROLN40 DISTANCES.
ENGINEERS WETLAND DELINEATION MANUAL.
NAME
TITLE
3. THIS SURVEY DONE WITHOUT THE BENEFIT OF A TITLE SEARCH AND IS SUBJECT
TO ANY FACTS WHICH MAY BE DISCLOSED BY A FULL AND ACCURATE TITLE SEARCH.
4. NO IMPROVEMENTS, EASEMENTS OR OTHER ENCUMBRANCES THAT MAY EFFECT
PROPERTY SHOWN AS A PART OF THIS WETLANDS DELINEATION PLAT.
5. WETLANDS DELINEATED BY SOIL & ENVIRONMENTAL CONSULTANTS, PA.
SULLIVAN SURVEYING
1143-D EXECUTIVE CIRCLE CARY, NC 27511 GIBBS PROPERTY
[phone] FAX: [phone] TRACT "A"
BOUNDARY TAKEN FROM DB 11199 Pg BBO
OWNER: TEAGUE-HANKINS DEVELOPMENT, CORP. NEW LIGHT TOWNSHIP
8368 SIX FORKS ROAD, SUITE 202 WAKE COUNTY NORTH CAROLINA
VISION DATES RALEIGH, NC 27615 SCALE: I" = 50' PIN: SBO3.04-72-4275
11 OB 11199 Pg 880 DRAWN BY: RFW2 SURVEYED BY: JOM
DATE: 18 JANUARY. 2005 JOB t 4 04/05
DATE
y \ REFER
1
9 P

LINE DISTANCE
BEAAIN6 g
8BO
9
1

o ?
? 5 NfU R V LS S 50'00'10' E 8.01 BoM 2DOO Pg 43
? ?? r n

r
-? 0
g FR

19V BoM 1997 Pg 1048

oM 1997 P
127
90 056 .,
o J ?os
?Xi` e0FF\
,, o g
BoM 1996 Pg 938-939
0
9?? ?
,
Na r rah o?
\ 2 BoM 1995 Pg 1521
A PORTION OF
"
?? BoM 1993 Pg 1617
RAC
A BoM 1993 Pg 563
Y MAP NOT TO SCALE
oati Bq4,? \ 11199 Pg 880
? ?DB DB 11009 Pa 1003
I, LEONARD H. SULLIVAN, JR., CERTIFY THAT THIS PLAT WAS 41,
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE POINT NORTH EAQ? DESCRIPTOR LEGEND:
UNDER MY SUPERVISION USING REFERENCES SHOWN HEREON; THAT 237 e31006.5126 2 352.7220
?Wt IRON FOUND
THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES g9i 830997.5253 21 .5579 CTOP3 \ ,off 0?1 NFU! ?IpARjq?
PLOTTED FROM INFORMATION SHOWN HEREON; THAT THE RATIO OF 993 831025.6538 21 7982 CTOP3 ` \ $0'
POINT
PRECISION AS CALCULATED IS !: W. DOO+ THAT THIS 994 830993.3227 2108352. 73 CTOP4 + MAPPING 9p FF9
PLAT WAS PREPARED IN ACCORDANCE WITH G. S. 47-30 AS 995 830991.4685 2108348.9 WL W2OTTCH NF(/S? ?o \ o \ E WETLAND FLAG
AMENDED. WITNESS MY ORIG??1J SIGNATURE, REGISTRATION 8? 310D6.6677 2108348.8381 CT?34TTCH RI?FR ??
NUMBER, AND SEAL THIS P! DAY OF MARCH A.O., 91A ?? A opt tio6 ??
998 831052.0330 2108331.9515 C 3
2005. 999 831020.6535 2108353.3595 CT q9J \ - 2A
1000 831066.6274 2108316.8173 CTOP3
1061 831021.4227 2106329.5776 ML W33 ), ` GFF o ° \ p \
1003 831028.6086 21DS309.8536 WL W32 f \F9 \ ( 026
ID04 830980.0071 2108166.8501 WL W22
SURVEY 1005 630966.5171 2106282.9895 WL W23
cS 2h 'L ?--- _
1006 831046.8625 2108288.6266 WL W31 \ \ ?? Soti \
2821 1007 830957.5555 2108266.3947 WL W24 ?0, otiti
1008 830963.5094 2108263.1735 WL W25
REGI NUMBER J
TRATION
1009 831058.2434 2108315.1519 CTOP4
SD10 830979.4781 2108268.9458 WL W25 \ ?- - ?Ao 1p ??0
ALSO, I CERTIFY: 1011 831047.2308 2108215.9242 WL W30 9 1019
A. THAT THE SURVEY CREATES A SUBDIVISION OF LAND 1012 83051.0092 21DOM.6455 CTOP4 9s \ USA RIVER
WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN 1013 83iOOi.207B 2106255.9038 WL W27
ORDINANCE THAT REGULATES PARCELS OF LAND 1014 B3057.4511 2108282.1020 CTOP3 \ 0?
B. THAT THE SURVEY IS LOCATED IN A PORTION OF A 1015 B300.9054 2108265.9317 WL Y2B f012I) TOP OF BANK ,
COUNTY OR MUNICIPALITY THAT IS UNREGULATED AS TO AN 1016 63073.5B16 210Er66.2559 CTOP4 ?' oa
ORDINANCE THAT REGULATES PARCEL OF LAND 1017 831034.9321 2108266.3086 WL X29
1018 831078.5620 2108266.1603 CTOP3 1017
C. ANY ONE OF THE FOLLOWING:
Sn
1. THAT THE SURVEY IS OF AN EXISTING PARCEL OR 1019 831075.8778 2108252.3493 CTOP4
1020 831077.2791 2108256.4734 CTOP3 ??
PARCELS OF LAND AND DOES NOT CREATE A NEW STREET OR 1021 831101.0339 2108246.3016 CTOP4 1015)1 1003k,,\
CHANGE AN EXISTING STREET. 1022 831103.8865 2168217.6102 CTOP4
BoM 1993 Pg 583 / 1003x 999k
THAT THE SURVEY IS OF AN EXISTING BUILDING OR 1023 831104.8595 2108246.8351 CTOP3 <
OTHER STRUCTURE, OR NATURAL FEATURE, SUCH AS A 1024 B3112O.B774 2108212.4244 CTOP4 1013
WATERCOURSE. 1025 831099.0663 2108161.5815 CTOP4
3. THAT THE SURVEY IS A CONTROL SURVEY. 1025 B31108.4445 2108221.2689 CTOP3 WE AND 997
D. THAT THE SURVEY IS OF ANOTHER CATEGORY, SUCH AS 1027 831124.6810 2108217.1909 CTOP3 NOTES: I 1
THE RECOMBINATION OF EXISTING PARCELS, A COURT-ORDERED 1026 831114.8046 2108146.6374 CTOP4 fofoj
%
SURVEY OR OTHER EXCEPTION TO THE DEFINITION OF 1029 831106.0565 2108180.7048 CTDP3 1. AREAS COMPUTED BY CONNATE METHOD. 0°j?

SUBDIVISION. 1030 831106.3283
031- - 931121.8175 2108120.0568
2108146.4456 CTDP4
CTCP3
E. THAT THE INFORMATION AVAILABLE TO THE SURVEYOR IS 1032 831115.5883- ,24M21.2476 CTOP3 2. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
SUCH THAT THE SURVEYOR IS UNABLE TO MAKE A DETERMINATION 1033 831122.8092 2108096._31b7- £TOP4_

TO THE BEST OF THE SURVEYOR'S PROFESSIONAL ABILITY AS TO 1034
B3ii2B.8922
2108102.8793 _
CTOP3
-3:- -IBIS SURVEY DONE WITHOUT THE BENEFIT OF A TITLE S RCf
PROVISIONS CONTAINED IN (A) THROUGH (D) ABOVE. 1D35 831!27.1045 2108044.2832 CTOP4 MAY BE DISCLOSES-BY A FULL AND ACCURATE TITLE SEARCH.
1037 831135.3350 2108051.3540 CTOP3
THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES 1038 831140.7031 2108016.2245 CTOP4 4. NO IMPROVEMENTS, EASEMENTS OR OTHER ENCUMBRANCES THAT I
?
OR WETLANDS ALL AREAS OF WATERS
AS WATERS OF THE U
S 1039 831147.7088 2108021.7547 CTCP3 OF THIS WETLANDS DELINEATION PLAT. -
.
. 1040 4.8799
8311 2107913.4450 CTCP3
OF THE U.S., INCLUDING WETLANDS, REGULATED PURSUANT TO 104! 5
54.660
8311 2107967.359 CTOP4

SECTION 404 OF THE CLEAN WATER ACT AS DETERMINED BY THE
1042
831171.4756
2107944.66349
CTOP3 5. WETLANDS DELINEATED BY SOIL & ENVIRDN14ENTAL CONSULTANTS
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN 1043 831164.9511 2107943.0722 CTOP4
LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF 1045 831174.2412 2107NO.6057 CTOP3
SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A 1046 831181.8465 2107879.2476 CTOP3
AN7 IS SUBJECT TO ANY FACTS Nfi
APR 29 20x5
EFFECT PROPERTY SHOWN AS A PART
DENR ?Vp r
WETLANDSANDJ LN{?Ylnlci;
PA.
PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THIS 1047 831184.5063 2107863.0724 CTOP3 SULLIVAN SURVEYING
DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF 1048 831176.0034 2107855.8836 CTOP3
1143-D EXECUTIVE CIRCLE CARY
NC 27511
ENGINEERS WETLAND DELINEATION MANUAL. 1D49
1050 831185.1481
831172.1008 2107839.4352
2107896.7854 CTOP3
CTDP3 .
(919) 469-473B FAX: [phone]
1052 831169.0217 2107889.8652 CTOP4
1053 831175.6967 2107878.8268 CTOP4
NAME 1054 831119
6444 2107864
9134 CTCP4 .
.
OWNER. TEAGUE-HANKINS DEVELOPMENT
CORP
1055 631169.7910 2107855.7665 CTOP4 ,
.
1056 831178.7481 2107834.2567 CTDP4 8368 SIX FORKS ROAD, SUITE 202
TITLE 1051 831171.9312 2107823.9612 CTOP4 VISION GATES RALEIGH, NC 27615
1058 831177.8036 2107818.63D8 CTCW3
DB 11199 Pg 880
1059 831162.1155 2107801.8919 TOP BAN( A PLINE
1060 831167.2642 2107795.7554 TOP BAN( A PLINE
DATE
m
0
3
0
s
0
H
i

,
f PAGE 5 OF 7
GIBBS PROPERTY
TRACT "A"
BOUNDARY TAKEN FROM DB 11199 Pg 880
NEW LIGHT TOWNSHIP
WAKE COUNTY NORTH CAROLINA
SCALE: 1' = 50' PIN: 1803.04-72-4275
DRAWN BY: RFW2 SURVEYED BY: JOM
DATE: 18 JANUARY, 2005 JOB F 4 04/05
c
1?'m ?2X ? 0 ? gpNiL `
F9 ?, A ? OF ? `-. Sp
v ?,?- oe NF S
GO ?° ,` ?, F R
1 ?? e 9Ip
4RI4N e(!f
O
T TOP O `\
F aANK? \
O SCALE
VICINITY MAP N
T
I. LEONARD H. SULLIVAN, JR., CERTIFY THAT THIS PLAT WAS 02
9 e
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION USING REFERENCES SHOWN HEREON; THAT
6
THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES
PLOTTED FROM INFORMATION SHOWN HEREON; THAT THE RATIO OF
PRECISION AS CALCULATED IS 1: 10,000+ THAT THIS
\ 50'
p

R
R
T
G
47-30
S NFU
S
R 8
AlAh 1
P \
DANCE WI
H
. S.
A
PLAT WAS PREPA
ED IN ACCO jVFP
? !RIP p
AMENDED. WITNESS MY 0 Iq GI L SIGNATURE, REGISTRATION \
NUMBER, AND SEAL THIS 7 DAY OF MARCH A.D., POINT
9 NORTH
930936
1022 EAST
2108823
0794 DESCRIPTOR
CTOP3
\
2
2005. 39 , .
941
942 830940.6914
830956.6885 2108900.6679
2108773.5955 CTOP3
CTOP3

t
943 830946.5802 2108760.1644 CTOP3 k\? p2
954
958 830927.9334
830932.9315 2108820.3797
2108795.5474 CTOP4
CTOP4 A PORTION SHOt OF oho
(?
\
1

SURVEYOR
960
830942.0972
2108776.6073
CTOP4 TACT
R
0.0
0

2821 962 830966.6843 2108749.5447 CTOP3
OB 11199 Pg 880\ 96 OT
945
?
e
963 830955,1519 2108736.8361 CTOP3 .\
4
REGIS ATION NUMBER 964 830974.D493 2108712.7852 CTOP3 948 9
41 \ g

- 965
966 830943.2357
830991.5536 2108753.5744
2108702.3104 CTOP4
CTOP3
\ h
9
REFERENCES:
DS 11199 Pg 880
BOM 2000 Pg 43
BoM 1997 Pg 1048
BoM 1997 Pg 127
BoM 1996 Pg 938-939
BoM 1995 Pg 1521
BoM 1993 Pg 1617
BoM 1993 Pg 583
DB 11009 Pg 1003 p
2
T
LEGEND: o
r
® IRON FOUND Al
+ MAPPING POINT Q
x WETLAND FLAG I
¢1 G 9 1005 (,/
ALSO, I CERTIFY:
A. THAT THE SURVEY CREATES A SUBDIVISION OF LAND
967

968
830966.6633

830959.6506
2106662.7888

21GB74B.8984
CTOP3

CTOP4 950, S
951 WETLAND An l
\ --?
50' NEUSF

WA7-
WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN EH QUALITY

ORDINANCE THAT REGULATES PARCELS OF LANG 969

970 830994.0406

830948
4958 2108626.1947

2108736
8752 CTOP3

CTOP4 , S*
Oft 'YAIER B
?
. . Ff
9
B. THAT THE SURVEY IS LOCATED IN A PORTION OF A 971 830995.1571 21OB593.3i41 CTOP3 POINT NORTH EAST DESCRIPTOR V y?
COUNTY OR MUNICIPALITY THAT IS UNREGULATED AS TO AN 972 830971.9062 2108705.3729 CTOP4 923 830848.7449 2109037.7310 CTOP4
ORDINANCE THAT REGULATES PARCEL OF LAND 973 830970.6599 2108536.9737 CTOP3 925 830869.7713 2108959.8654 CTOP4
\
\ \
G
n T
C. ANY ONE OF THE FOLLOWING: 974 030961.4953 2108700.8109 CTOP4 926
927 830857.3685
830871
1224 2109038.8776
2108936
0811 CTOP3
CTOP4 0• \ \
9
1. THAT THE SURVEY IS OF AN EXISTING PARCEL OR
975
830965.1080
2108509.3406
CTOP3
.
.
ye
N
\
PARCELS OF LAND AND ODES NOT CREATE A NEW STREET OR 976 830980.6528 210865B.0542 CTOP4 928 030879.9920 2108%6.0092 CTOP3 SF \\
a
CHANGE AN EXISTING STREET 977 830988.2375 2108625.8510 CTOP4 929 830886.3082 2108943.5779 CTOP3 \
I k
0 -o
f
a

.
20 THAT THE SURVEY IS Cf AN EXISTING BUILDING OR
978
830979.3198
2108499.3454
CTOP3
932
830887.8911
2108932.6006
CTOP3
MF
9
?p --
\
?
',
979 830989.0690 2108595.6344 CTOP4 933 830912.2395 2108918.9320 CTCP3
OTHER STRUCTURE, OR NATURAL FEATURE, SUCH AS A 981 830979.1361 2108460.2905 CTOP3 935 830895.0846 2108877.4217 CTOP3 tA9
WATERCOURSE. 9B2 830963.6689 2108547.6811 CTOP4 937 830921.9474 2106626.9018 CTOP3 \919
3. THAT THE SURVEY IS A CONTROL SURVEY. 983 830957.2068 2108505.5023 CTOP4 944 830880.2340 2100928.0379 CTOP4 1e 0p
G
D. THAT THE SURVEY IS OF ANOTHER CATEGORY, SUCH AS 9B4 830972.5057 2108489.6436 CTOP4 945 830938.1669 2108776.4180 WL N3 AT
THE RECOMBINATION OF EXISTING PARCELS, A COURT-ORDERED 965 030995.9151 2108442.8095 CTOP3 946 830901.8467 2108912.4135 CTOP4 \F9
SURVEY, OR OTHER EXCEPTION TO THE DEFINITION OF 986 830971.5369 2108483.1026 CTOP4 947 830926.5740 2108774.0139 AL W4
967 830973.3778 2108415.8368 CTOP3 948 830922.8420 2108768.4367 WL W5
SUBDIVISION,
THAT THE INFORMATION AVAILABLE TO THE SURVEYOR IS
E %a 830965.4593 2108446.7875 CTOP4 949 B30888.3503 2108880.9126 CTOP4
\
. 989 830977
0496 2109384.8402 CTOP3 950 830911.3204 2106770.2544 NL NO NUM
SUCH THAT THE SURVEYOR I5 UNABLE TO MAKE A DETERMINATION 990 .
830966.8708 2108418.5911 CTOP4 951 830902.7691 2108766.3398 NL W6
TO THE BEST OF THE SURVEYOR'S PROFESSIONAL ABILITY AS TO 992 830969.7002 2108386.2971 CTOP4 952 830914.3437 2108819.6178 CTOP4
PROVISIONS CONTAINED IN (A) THROUGH (O) ABOVE. M
SQ • 953
955 830902.8631
830921 9125 2108783.4835
2108795 8793 WL W7
WL W2 \
THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES QQ 10"
AS WATERS OF THE U.S. OR WETLANDS ALL AREAS OF WATERS 985.
OF THE U.S_ INCLUDING WETLANDS, REGULATED PURSUANT TO
SECTION 404 OF THE CLEAN WATER ACT AS DETERMINED BY THE
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN FATES
LAN OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF
SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A 1. AREAS COMPUTED BY COORDINATE METHOD.
956 830920.4816 2108814.8490 WL WITTCH
957 830911.9104 2108BO4. iOOB WL WB
959 830910.3605 2108813.9755 WL W9TTCH
PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THIS
DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF 2 ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
ENGINEERS WETLAND DELINEATION MANUAL.
NAME
TITLE
3. THIS SURVEY DONE WITHOUT THE BENEFIT OF A TITLE SEARCH AND IS SUBJECT
TO ANY FACTS WHICH MAY BE DISCLOSED BY A FULL AND ACCURATE TITLE SEARCH.
4. NO IMPROVEMENTS, EASEMENTS OR OTHER ENCUMBRANCES THAT MAY EFFECT
PROPERTY SHOWN AS A PART OF THIS WETLANDS DELINEATION PLAT.
5. WETLANDS DELINEATED BY SOIL 6 ENVIRONMENTAL CONSULTANTS, PA.
SULLIVAN SURVEYING
1143-D EXECUTIVE CIRCLE CARY, NC 27511
[phone] FAX: [phone]
OWNER' TEAGUE-HANKINS DEVELOPMENT, CORP.
8368 SIX FORKS ROAD, SUITE 202
VISION DATE5 RALEIGH, NC 27515
DB 11199 Pg 880
GIBBS PROPERTY
TRACT "A"
BOUNDARY TAKEN FROM DO 11199 Pg BBO
NEW LIGHT TOWNSHIP
WAKE COUNTY NORTH CAROLINA
SCALE: i' = 50' PIN: 1803.04-72-4275
DRAWN BY: RFW2 SURVEYED BY: JDM
DATE: 18 JANUARY, 2005 JOB 0 4 04/05
DATE
PAGE 6 OF 7
r
s
F9?
?9 \
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09 \
"^L
Q /
0?
X22
VILIN11Y MAN NUI IU SUALL 9761914
I, LEONARD H. SULLIVAN, JR., CERTIFY THAT THIS 7
PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL
SURVEY MADE UNDER MY SUPERVISION USING REFERENCES WETLAND 912
SHOWN HEREON; THAT THE BOUNDARIES NOT SURVEYED ARE 15
SHOWN AS BROKEN LINES PLOTTED FROM INFORMATION
SHOWN HEREON; THAT THE RATIO OF PRECISION AS 91 911 /
CALCULATED IS 1: 10.000+ THAT THIS PLAT WAS = SD
PREPARED IN ACCORDANCE WITH G. S. 47-30 AS AMENDED. c
WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER,?? 90 91
AND SEAL THIS 717 DAY OF MARCH A.D., ,3
977
2005.
9
1
\lA
SURVEY
L - 21 \BUFFFq
GISTRATION NUMBER
ALSO, I CERTIFY:
A. THAT THE SURVEY CREATES A SUBDIVISION OF
LAND WITHIN THE AREA OF A COUNTY OR MUNICIPALITY
THAT HAS AN ORDINANCE THAT REGULATES PARCELS OF
LAND
B. THAT THE SURVEY IS LOCATED IN A PORTION OF
A COUNTY OR MUNICIPALITY THAT IS UNREGULATED AS TO
AN ORDINANCE THAT REGULATES PARCEL OF LAND
C. ANY ONE OF THE FOLLOWING:
1. THAT THE SURVEY IS OF AN EXISTING
PARCEL OR PARCELS OF LAND AND DOES NOT CREATE A NEW
STREET OR CHANGE AN EXISTING STREET.
20 THAT THE SURVEY IS OF AN EXISTING
BUILDING OR OTHER STRUCTURE, OR NATURAL FEATURE,
SUCH AS A WATERCOURSE.
3. THAT THE SURVEY IS A CONTROL SURVEY.
D. THAT THE SURVEY IS OF ANOTHER CATEGORY,
SUCH AS THE RECOMBINATION OF EXISTING PARCELS, A
COURT-ORDERED SURVEY, OR OTHER EXCEPTION TO THE
DEFINITION OF SUBDIVISION.
E. THAT THE INFORMATION AVAILABLE TO THE
SURVEYOR IS SUCH THAT THE SURVEYOR IS UNABLE TO
MAKE A DETERMINATION TO THE BEST OF THE SURVEYOR'S
PROFESSIONAL ABILITY AS TO PROVISIONS CONTAINED IN
(A) THROUGH (D) ABOVE.
7q??
\4NK 890
0
N 88'33'08- N
\ POINT NORTH EAST DESCRIPTOR REFERENCES: LEGEND:
238 830732.2828 2109036.9769 WL WP DB 11199 Pg 880 IRON FOUND
890 830709.6363 21091DO.9433 CTOP3
`S0 . 891 630722.8544 2109042.9503 CTOP3 BoM 2000 Pg 43 + MAPPING POINT
`
y 892 030702.9053 210W89.1283 CTOP4
F?/S\ 909 830726.1123 2109030.7844 WL Wi7TTCH BoM 1997 Pg 1048 X WETLAND POINT
910 030734.5967 2109029.8285 WL WiO BoM 1997 Pg 127
9 t 911 830742.9440 2109022.8850 IR Wif

t 912 830762.49%
0740
5
9 2109026.9870
2
7 WL W12
1 BoM 19% Pg 938-939
s LOT 31
S p
Z 913
914 .2
83
6
830782.0104 109005.6
17
2109026.D923 WL W
6
WL W13 BoM 1995 Pg 1521 q9,
BOAR 1997 Pg 127
3 915 030746.7907 2108926.3987 WL W15 BDM 1993 Pg 1617 ?j
? 916 030712.5147 2108990.8709 NL N14 J0

y
917
830714.6483
2109031.2687
CTOP4
BoM 1993 Pg 5B3 :
?
= gi0 030751.7207 2109051.6494 CTOP3
919 &M756.4391 2109044.7963 CTOPb DB 11009 Pg 1003
q
920 830817.2192 2109002.9335 CTOP4 16?
921 830876.9581 2109098.6241 CTOP3
922 830826.4644 2109061.4520 CTOP4
923 830848.7449 2109037.7310 CTOP4
/ 924 030831.1344 2109068.4452 CTOP3
925 830857.3685 21D903B.B776 CTOP3

\ A PORTION SHOWN OF
TRACT "A"
\DB 11199 Pg 880
1 \
89
41
.? 1
le
809.55.
POINT NORTH
239 830607.2043
240 890602.9255
593 830640.5953
594 830639.7198
595 830611.2145
596 830597.0772
877 830619.6349
878 830607.5073
885 830643.3071
986 830626.0217
887 890694.7876
888 830674.6064
889 830686.0763
EAST
2109460.8020
2109491.2772
2109222.2542
2109229.2124
2109575.0623
2109574.7566
2109546.1611
2109463.5697
2109225.2613
2109215.9515
2109162.6211
2109156.9114
2109114.4944
DESCRIPTOR
Top BANK A PLINE
TOP BANK A PLINE
TOP BANK G PLINE
Top BANK A PLINE
TOP BANK A PLINE
TOP BANK A PLINE
CTOP3
CTOP3
CTOP3
CTDP3
CTOP3
CTOP3
CTDP3
893
894 830682.7756
830660.2510 2109103.6790
2109148.8323 CTDP4
CTOP4 ^ r U ,•1
E
895 830685.6974 2109170.5776 CTOP4
Lg
1 ?5 896 830682.5327 2109208.5639 CTDP4 D
4 906 630611.3726 2109540.8782 CTOP4
AFB 2
9 ZOGS

?
--
E DEER - WATER
R RIPARI ?RMYYAERB-?-
Tb*
? ?3 5
0' RIV
NEUSE M1iCH
z'l 06
POSSIBLE GAP 5
W e2,
LOT 1 a? \ (LTA By
9oM 1985 00'28„ ?? \ \- - _PgJ591) a 3j2 880
BoM 1995 Pg 1591 I9
p0
2
NOTES:
THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES AS WATERS OF THE U.S. OR 1. AREAS COMPUTED BY COORDINATE METHOD.
WETLANDS ALL AREAS OF WATERS OF THE U.S., INCLUDING WETLANDS, REGULATED
PURSUANT TO SECTION 404 OF THE CLEAN WATER ACT AS DETERMINED BY THE 2. ALL DISTANCES ARE HORIZONTAL GROUND
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN LAW OR OUR PUBLISHED DISTANCES.
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON
FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS 3. THIS SURVEY DONE WITHOUT THE BENEFIT OF A
MADE UTILIZING THE 1987 CORPS OF ENGINEERS WETLAND DELINEATION MANUAL. TITLE SEARCH AND IS SUBJECT TO ANY FACTS WHICH
MAY BE DISCLOSED BY A FULL AND ACCURATE TITLE
SEARCH.
NAME
4. NO IMPROVEMENTS, EASEMENTS DR OTHER
ENCUMBRANCES THAT MAY EFFECT PROPERTY SHOWN AS A
TITLE PART OF THIS WETLANDS DELINEATION PLAT.
5. WETLANDS DELINEATED BY SOIL 6 ENVIRONMENTAL
DATE CONSULTANTS, PA.

SULLIVAN SURVEYING WETLAND DELINEATION MAP:
1143-D EXECUTIVE CIRCLE CARY, NC 27511 GIBBS PROPERTY
[phone] FAX: [phone] TRACT "A"
BOUNDARY TAKEN FROM DB 11199 Pg 880
OWNER: TEAGUE-HANKINS DEVELOPMENT, CORP. NEW LIGHT TOWNSHIP
8368 SIX FORKS ROAD, SUITE 202 WAKE COUNTY NORTH CAROLINA
VISION DATES RALEIGH, NC 27615 SCALE: 1' = 50' PIN: 1803.04-72-4275
DB 11199 Pg 880 DRAWN BY: RFW2 SURVEYED BY: JOM
I DATE: 18 JANUARY. 2005 1 JOB i 4 04/05 m
SOIL & ENVIRONMENTAL CONSULTANTS, PA
NC Division of Water Quality
Tran # Invoice
7108 0608052
Type Date Reference
Invoice 06/08/05 9065.W1
rA C) F-'r oS o -) 3 (
Check Number
Date: 06/08/05 Check Amt:
Balance Discount
$200.00 $0.00
D
JUN $ 2005
wEn,w sRiwo sArTU W'En RMNCH
017613
17613
$200.00
Pay Amount.
$200.00