20050731 Ver 1_Complete File_20060112

i

\14A O Michael F. Easley, Governor

61 William G. Ross Jr., Secretary
~ r North Carolina Department of Environment and Natural Resources
O Alan W. Klimek, P.E. Director
> gig,
Division of Water Quality
January 12, 2006
DWQ Project # 05-0731
Wake County
Teague-Hankins Development Corp.
Attn: Tom Hankins
8368 Six Forks Road, Suite 102
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 - 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.
I
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:
One
401 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
~ J

Teague-Hankins Dev. Corp.
Page 2 of 4
1/12/06

Amount Approved Plan Location or Reference
Units
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
III
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
buffer for impact under this Certification Approval and Auth s approved fo onzation 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
g gn, 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,
j 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 our application and as authorized by this Certification,
y y 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

I

I
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;
I,
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;

0
f Certificate of ComPlet><on
,rERA U...,.
DWQ ProjectNo.: U S (37 3 County: WA kE

-I
Applicant: ~QAg UP ~Q.Ue.IDDM'Clkt AP
4
' '
l7 A~
Project Name. . OW Cr~ SU~~., v?s ! v~
Date of Issuance of 401 Water Quality Certification: -J OA-)e- 0 ? Z ry) S
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 stattd•Oiat, 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 kation

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 andspecifications, and
other supporting
materials.
Signature: Date:.
If this project was designed by a Certified Professional

ALE W6kxk4y , as a duly registered Professional GAW1h)JZZC (i.e,
Engineer, Landscape .Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to
observe (periodically, weekly, full time) the construction of the project, for the Permittee hereby state that, f
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{>~lybstantial compliance and intent'of the 401 Water Quality
Certification and r Rulese-and specifications, and other supporting materials.

Signature: OSEAL egi$tration No.: Z6 Date: A Z ZUD(0
w
495-

GIN
9
446

i

wAT9q Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
C~ C Alan W, Klimek, P.E. Director
Division of Water Quality
I
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 2) 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 2
p B .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:
OrK
X
IhCaroiina
401 Oversighl/Express Review Unit - TtXIt"lJ
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 7 I
Phone: [phone]/FAX [phone]/Internet:http://h2o.enr.state.nc.us/ncwetlands
aa ) (r~~CC,, ~a/
o I- i i oUU
0 -P
An Equal Opportunity/Aftirmalive Action Employer _ 50 /o Recycled/10% Post Consumer Paper J
i;. F1Q' _itY
i

Teague-Hankins Dev. Corp.
Page 2 of 4
6110105

Amount Approved Plan Location or Reference
nits
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 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.

I,
I
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
I
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
I
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

i

I

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,

Alan W. Klimek, P.E.

AWK/dae

Enclosures: GC 3404
Certificate of Completion
cc: Walter Cole-S&EC, 1101OR i aven 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

i
III

WQC #3404

GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE FOR CORPS OF ENGINEERS NATIONWIDE
PERMIT NUMBER 14 (ROAD CROSSINGS AND REGIONAL GENERAL PERMIT 198200031 (WORK
ASSOCIATED WITH BRIDGE CONSTRUCTION, MAINTENANCE OR REPAIR CONDUCTED BY NCDOT OR
OTHER GOVERNMENT AGENCIES)
AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES)
This General Certification is issued in conformity with the requirements of Section 401, Public Laws 92-
500 and 95-217 of the United States and subject to the North Carolina Division of Water Quality (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.
~ I
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
I
length oft
he 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 an str
th earns 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;

i

~OZRF WA O Michael F. Easley, Governor

6- William G. Ross Jr., Secretary
Co r North Carolina Department of Environment and Natural Resources
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
Raleigh, NC 27615

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 (ft2) 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 j
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,
Certification and approval letter and is thereby a co
the new owner must be the copy of this Cert y responsible for given
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.
i
The Additional Conditions of the Certification are:
i
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
I
approved including incidental impacts:
N~ n~erttCaro 'na
401 Oversight/Express Review Unit ~~Va, Am br
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
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper

i

Teague-Hankins Dev. Corp.
Page 2 of 4
6/10/05
Amount Approved Plan Location or Reference
(Units)
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.

i

I

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 herring, send a written petition, which conforms to Chapter 150B of

r
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
I
Filename: 050731 ShadowCreek(Wake)40 1 +buffer

I

I

I

I

i

• Soil & Environmental Consultants, PA
11010 Raven Ridge Road Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
~vtiv SandEC.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 f)t
Wake County, NC WETLWu
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 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: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]

~0F WA74 9Q Michael F. Easley, Governor

_ G William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
p Alan W. Klimek, P.E. Director
Division of Water Quality
January 12 2
006
DWQ Project # 05-0731
Wake County
Teague-Hankins Development Corp.
Attn: Tom Hankins
8368 Six Forks Road, Suite 102
Raleigh, NC 27615
Subject Shadow Creek Subdivision
'ect Property: 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 otherwisdimpact 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:
North Carolina
401 Oversighl/Express Review Unit Natmallty
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
An 4 Opportunity/Affirmative E ual Action Employer- 50% Recycled/10%

Teague-Hankins Dev. Corp.
Page 2 of 4
1/12/06

Amount Approved Plan Location or Reference
nits
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.
I
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
it may be necessary to provide stormwater facilities that are considered possible, to remove
nitrogen. This may require additional approval from this Office.
I
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
i
i
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.
I

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 Certification
Quality on 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 m
Y Y 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 wetlarid 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.
Sincerely,

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
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename. 05073lShadowCreek(Wake)401+buffer_UPdaced

Off( 1fgATF9 Michael F. Easley, Governor
0 I
~Q William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
7
O 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
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, 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.
I
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:
Nei Carolina
401 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
50% Recycled/10% Post Consumer Paper

Teague-Hankins Dev. Corp.
Page 2 of 4
6/10/05

Amount Approved Plan Location or Reference
nits
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) ProJ'ects
including contractor-owned or leased borrow pits associated with the project.
3. Diffuse Flow

All constructed stormwater conveyance outlets shall bedirected 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 (NCG010000) 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.
i
I
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
I
shall be performed so that no violations of state water control Best Management Practices, quality
i
standards, statutes, or rules occur.
I
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
I
I
I

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.

AWK/dae
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Enclosures: GC 3404
Certificate of Completion
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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
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Filename: 050731 ShadowCreek(Wake)401+buffer
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0 *5 0 7 03 1

• Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
~ rw SandEC.com
A0I ICS M
1r,y S&EC Project # 9065.W l
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. D°~ ' i
11010 Raven Ridge Road n ri
Raleigh, NC 27614 app .
~ 1'
Re: Shadow Creek Subdivision
Wake County, NC
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 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

tA0 p o'] 31
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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 p R~RB V
S(a I
oil & Environmental Consultants, P.A.
11010 Raven Ridge Road 2~~5
Raleigh, NC 27614 JUN 8
Re: Shadow Creek Subdivision, Wake County, NC YVET Dt~ ARQQA LIIBY
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 Light Creek
Basin / Sub-basin 03-04-01
Index Number 27-13-(2)
Class WS IV NSW CA
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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
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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('27-1155
Phone: [phone] Phone: (336)'40-8234
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t.340 Form Version March OS
Office Use Only: V&,tptiRS
USACE Action ID No. DWQ No. O 5 0 7' 3
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
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 our project is located in any of North Carolina's twenty coastal counties (listed on page
your 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: snyderhankinsAnc 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

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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
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reduced to a small scale such that the final version is illegible the applicant will be informed that
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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 (SR1907), approximately 1000 feet northeast of
the intersection of New Light Road and Purnell Road (SR 1909) in Wake County, NC.

5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 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/.)
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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

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Page 6 of 13

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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.

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V. Future Protect 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 t3

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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 Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
(yes/no) (linear feet)
N/A N/A N/A N/A N/A N/A

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Total Wetland Impact (acres)

3. List the total acreage (estimated) of all existing wetlands on the property: +/-2 acres
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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
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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 Intermittent? Stream Width Length Impact
.
(indicate on map) Before Impact (linear feet) (acres)
2C UT -New Light Cr. Permanent/culvert perennial 5' 23' .0026
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Page 8 of 13

li 2H UT -New Light Cr. Permanent/culvert perennial T 18' .0029
3C UT -New Light Cr. Permanent/culvert perennial 7' 21' .0034
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Total Stream Impact (by length and acreage) 62 .009
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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 Name of Waterbody Type of WaterbodY Area of
Site Number Type of Impact (lake, Pand estuary, sound bay, Impact
(indicate on map) (if applicable) ocean, etc.) (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 project:
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
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Do any isolated waters exist on the ProPertY El 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
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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 an 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
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choice but to construct these private drive crossings to access the proposed home sites, and
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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
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streams.
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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 DW consider the application complete for processing. Any application
Q to 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/strmgide.html.
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Page 10 of 13

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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

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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
(919) 715-0476 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/wT/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.
Zone* Impact Multiplier Required
(square feet) Mitigation
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
cumulative impact analysis in accordance with If yes, please submit a qualitative or quantitative c
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
processing permits. However, an applicant ma
construction dates to allow time for these 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

vs-
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)

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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: - ° H( h

Address: _ 9 3 (-S/ Six dP! Ste, io z
Phone: ~~(1 l Vo - 63 3

Project Name/ Description: 6 f L6 p y-, Date: °I t b~/

The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Fox 1890
Wilmington, NC 28402

Attn: 4~ 4/1
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 1'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.

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]
ne ~~r ,~nni Fw• l3tF1 GGrI-R735
Fax: [phone]

PROPOSED IMPACTS
- DRIVE CROSSING IMPACTS AREA LOC AiION TYPE ( LENGTH

JC 2A NB-Z2 323
Q 4
26 NB-Z1 517
2C CH-P 23
2D NB-Z1 629
Q ~ 2E NB-Z2 326
2F NB-Z2 499
h V 1 Q 2G NB-Zt 578
tel. 2H CH-P 18
,lb v 21 NB-Z1 520
2J NB-Z2 339
Q DRIVE SEEOSHEETI3PACTS
ACT AREA M TYPE (SF) t LF)
O LOCATT
3A NB-Z2 329
3B NB-Z1 555
3C CH-P 21
3D NB-Z1 720
3E N8-Z2 545
NOTES
CH=Chanel, IN=Intermittent
P--PereNiid, JW--Axisfttiond Wetland,
G N8=Neuse Buffer, Z1=Zone 1, Z2=Zone 2
1. WETLANDS DELINEATED BY S&EC AND
SO. SURVM BY WITHERS R RAVENEL, W-
2. BOUNDARY WORMA110N BASED UPON A
SURVEY BY SULLIVAN SURVEYING CO.
/ gyp'
SHE 3 SH ET 2
- SITE DATA
ACREAGE 67.54 AC
IMPERVIOUS SURFACE AREA - INFRASTRUCTURE (SF) 104,312 SF (3.55%)
EXISTING IMPERVIOUS SURFACE AREA 0 SF (0.0X)
MAXIMUM ALLOWABLE IMPERVIOUS SURFACE AREA 441,320 SF (15.0%)
AVERAGE ALLOWABLE IMPERVIOUS AREA FOR 51 LOTS 6,602 SF
OPEC
- IMPERVIOUS BREAKDOWN:
WELL LOTS 300 SQ.FT•
STREETS (INCLUDE CURB & GUTTER) 104,312 SQ.FT.
LOTS (51 UNITS) 336,708 SQ.FT.
TOTAL 441,320 SQ.FT.
wo 0 200 400
momw
SCALE 1' - 200'
Na Redebn we Designer Scde 9 set Nan
o~ RS
SHADOW CREEK SUBDIVISION OVERALL IMPACT PLAN WITHERS RAVE
By Dare ENGINEERS i rattle: i fufvfrofs
1 of 3
11 MacKenan Drive Ca- Noah Carolina 27511
MEC 04r2/2Dp$
Checked By Job Na
Dw 204450.0 WAKE COUNTY NORTH CAROLINA re1919a6933;o wwwwlthersracenel com tax. 9,946--6~

2E
326 SF
NB-Z2
2D MOv - -
629 SF
NB-Z1 qI~l
l?q y

ZONE 2

2C ZONE 499FSF
23 LF
CH-P

578GSF

GRASS SWALE n A
TYPICAL n ~ n
A
.L
n 18 LF
CH-P
A
2B
517 SF
NB-Z1 ZONE
323 SF V
ZONE 2
NB-Z2
V
V
21
I
V
520 SF
NB-Z1
2J
339 SF
NB-Z2

Driveway width is set at 16 feet wide.

Note: Topograp W conditions dictate location of gross swales

SCALE: 140' DATE 04/12/05

Note: See Ov dl Wetlands Impact i{t For Area Location 40• a 2 of 3

WITHERS RAVENEL SHADOW CREEK SUBDIVISION
ENGINEERS I PLANNERS I SURVEYORS IMPACT MAP
III aw. e"' fta C*Qkw mil rc 910-40-ua am ll"-4V-4" ~.Wmm u""'`~"' WAKE COUNTY NORTH CAROLINA

V' Y T I'' V ~i

3E
545 SF
NB-Z2

3D GRASS SWALE
720 SF
NB-Z1
i

ZONE 2

3C...
ZONE 1
21 LF
CH-P
Z
L ZONE 1
L L

5556SF
ZONE 2
NB-Z1
L GRASS SWALE
3A -
~L
329 SF
NB-Z2

Driveway width is set at 16 feet wide.
I

Note: Topographical conditions dictate grass swale on low-side of Wm
SCALE l-- 40' DATE: 04112105

Note: See 0mdl Wetlands Impact M For Area Location a 40 3 of 3

WITHERS RAVENEL SHADOW CREEK SUBDIVISION
IMPACT MAP
ENGINEERS 1 PLANNERS I SURVEYORS
III -*,,K ' DIM Cop. NW& Cmalm 27511 M! 91"00-"4°,c M-W-MM ° .W-ww WAKE COUNTY NORTH CAROLINA

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.)
VEGETATION

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.
i
I
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 87%
I
Remarks:
i
HYDROLOGY
_ Recorded Data (Describe in Remarks): Wetland Hydrology Indicators:
Stream, Lake or Tide Gauge Primary Indicators:
Aerial Photographs Inundated
Other x Saturated in Upper 12 Inches
X No Recorded Data Available 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:

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
I
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:

I
WETLANDS DETERMINATION
I
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:

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
LIf needed, explain on reverse.
VEGETATION

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 rotundifolia 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): Wetland Hydrology Indicators:
Stream, Lake or Tide Gauge Primary Indicators:
Aerial Photographs Inundated
Other Saturated in Upper 12 Inches
X No Recorded Data Available 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:

III

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:

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:

"4111

NCDENR
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 map ~ s are subject to the Neuse Buffer Rule, the origin of these features
i
have been delineated and flagged in the field and are identified as flags 24A & 25A for ~
is not subject to the Neuse Buffer Rule.
4 for feature B. Feature C
feature A and flag 30 ~
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
Natnally
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.
I
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

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CREEDMOOR, NC
1998
NINA 525611 SW-SERIES V842
Project Scale.
9065 W-1 if 2000'
Project Date: Figure 1- USGS Quad •
Mgr.: WC 09-2004 Teague-Hankins Soil & Environmental Consultants PA
_ I
Gibb Property 67-Acres 11010 Raven Ridge Rd.- Raleigh, NC 27614
New Light Road [phone] - [phone]
Wake Co., NC Web Page: www.SandEC.com
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r90615*1 Scale:
1"=1320'
Figure 2 - Soil Survey Soil & Envir
Date:
09-2004 Teague-Hankins • Environmental Consultants, PA
Gibb Property 11010 Raven Ridge Rd.- Raleigh, NC 27614
p Y
New Light Road [phone] • [phone]
i

Web Page: www.SandEC.com
Wake Co., NC I
I
I
I

LOT 26 REFERENCES*-:
D6 11199 Pg 880
a s BoM 1996--938 BOUNDARY LINE TABLE m
L7 BoM 2000 Pg 43 co
SMt' LINE BEARING DISTANCE o
ORI IS ° f3 LOT 20 L1 S 01'14'20' W 154.86 BoM 1997 Pg 1046 z
~F9 L2 N 82'00'28' W 372.79 BoM 1997 Pg 127 =
J C9~ L3 N 14'11'27' E 278.42
N p BoM 1998 Pg 936-939 0
OT 19 L4 N 50'38'2. W 303.16 z
PURNELL
BoM A996 Pg 938 L5 N 50'38'21' W 33.63 BoM 1995 Pg 1521 0
a F TRACT "B" L6 N 13'17'56' E 595.03
BoM 1993 Pg 1617 ~
o DB 6382 Pg 89 ' LOT 18 1 L7 N 11'45'53' E 85.34 BoM 1993 Pg 583 Z
LOT 16 ; WETLAND TIE TO BOUNDARY TABLE DB 11009 Pg 1003
VICINITY MAP NOT TO SCALE I BON 1996 Pg 939 LINE BEARING DISTANCE
I, LEONARD H. SULLIVAN, JR., CERTIFY THAT THIS PLAT WAS r- % yZOp LB N 49 37'19' W 6.20
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE \ LOT 15 FN\ LEGEND:
UNDER MY SUPERVISION USING REFERENCES SHOWN HEREON; THAT L9 5 44'07'32° W 70.08
THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES 3 % L10 S 50'00'10' E 8.01 IRON FOUND
PLOTTED FROM INFORMATION SHOWN HEREON; THAT THE RATIO OF N/F 22I LOT 14 a L11 S 82'00'28' E 16.97 + MAPPING POINT
PRECISION AS CALCULATED IS 1: THAT THIS l l~ BOGNAR L12 S 82'00'28' E 7.02
PLAT WAS PREPARED IN ACCOADANC WITH G. S. 47-30 AS p PAGE L13 S 82'00'26' E 30.77 x WETLAND FLAG
AMENDED. WITNESS MY ORIGIIL SIGNATURE„ R ISTRATION DB 11009 BOM 19 6~g 93~
p Pg 1003 L14 S 82°00'26' E 84.17
NUMBER, AND SEAL THIS DAY OF A.D., ~QI 7,~ LOT 13 ~m
2005. - ° L15 N 01'14'20' E 5.86
92
ABE• - 99 lm.
p LOT 12
5~ LOT 1 BoM 1996 Pg 939
u
9
i? BOM 1993'Pg 1617 160
GISTRATION UMBER LOT 2 gy p,
LOT 27 .
ALSO, I CERTIFY: 0~9 BOM 1997 Pg 4~7
A. THAT THE SURVEY CREATES A SUBDIVISION OF LAND B° a D° I 1~ ~ t+
WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN ~r A LOT 281
ORDINANCE THAT REGULATES PARCELS OF LAND LOT 3 MSS 67.5082 AC ;G1
B. THAT THE SURVEY IS LOCATED IN A PORTION OF A 6 % LOT 29 , APR ~
COUNTY OR MUNICIPALITY THAT IS UNREGULATED AS TO AN BoM 1993 Pg 1617 'Q L of ?00~
99J
E THAT REGULATES PARCEL OF LAID
C. ANY ONE OF THE FOLLOWING: s ; 'LOT 30-AOENR - wATGF ' j
STPARCEL OR REET OR BOM 1897 Pg 1048 OS ;1 5?J MiWiR BEM
1. THAT THE OF LAND AND SURVEY
NOIS OF AN T CREATE EXISTING
PARCELS
CHANGE EXISTING STREET. j LOT 4 LOT 30-B
FA THAT THE SURVEY IS OF AN EXISTING BUILDING OR LOT 5
OTH STRUCTURE, OR NATURAL FEATURE, SUCH AS A )
WATERCOURSE. BoM 1993 Pg,5e / 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
SUBDIVISION. 592 832363.8994 2107675.5320 TOP OF BANK A PLINE lpy ~f`~ \
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 L1993 Pg OT 2
583 ~ 7 n OPEN SPACE
522 832615.7436 2106563.3897 WL 38.11 m I 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 PLINE LOT 1
OF THE U.S., INCLUDING WETLANDS, REGULATED PURSUANT TO BoM 1995 Pg 1591
SECTION 404 OF THE CLEAN WATER ACT AS DETERMINED BY THE LOT 12
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN NOTES - - - PAGE
LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF (F 7
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 (919) 469-4736 FAX: 1919) 469-8447 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 JW f 4 04/05
DATE
060731

~I
N POINT NOR EAST DESCRIPTOR POINT NORTH EAST DESCRIPTOR
I y 834 832412.9747 07368.7954 CTOPI 811 832395.7457 2107218.3376 CTOPI REFERENCES:
o r4 LINE BEARING DISTANCE 835 832417.212 21 .9426 CTOP2 812 832395.0146 2107212.5312 CTOP2 DB 11199 Pg BB0 m
s L1 N 49'37'19'' W 6.20 836 832395.2137 2107 8687 CTOPI 813 832383.7811 2107228.1157 CTOP1
1I FB o s\1 4B BoM 2000 Pg 43 z
ORIVF IS 837 832396.2875 2107373. CTOP2 814 832378.6012 2107228.1720 CTOP2
f~ 838 832375.5123 2107381. CTOPi 816 832394.6159 2107252.6661 CTOP2 BoM 1997 Pg 1048 =
r B39 832370.7333 2107375.9738 OP2 817 832406.4322 2107251.2000 CTOP2
BOM 1997 Pg 127
ti G 840 832385.2530 2107426.7588 CT 818 832403.4483 2107256.9559 CTOP2 0
t~N J q2Q 841 832378.1662 2107423.8237 CTOP2 819 832430.0857 2107278.4640 CTOPI
BoM 199fi Pg 938 939 0
PURNELL ~q \ 842 832368.2354 2107441.5440 CTOPI 820 B32421.88f3 21072Bi.4879 CTOP2
9fG 843 832361.5441 2107439.8644 CTOP2 821 832425.2416 2107298.5966 CTOPI BoM 1995 Pg 1521
90 F 844 832374.9656 2107490.2838 CTOPI 3 832419.6672 2107299.3668 CTOP2 U
v Cn9 - 845 832363.3829 2!07491.2719 CTOP2 832439.5510 2107309.8155 CTOPI BOM 1993 Pg 1617 z
O IPARjAN BUFF 846 832378.1283 2107513.5567 CTOPI 825 832437.1717 2107313.9131 CTOP2
\ BoM 1993 Pg 583
EA 847 832373.0432 2107552.6107 CTOPI 826 438.6394 2107327.9733 CTOPI
~
VICINITY MAP NOT TO SCALE 848 832367.8511 2107515.3927 CTOP2 827 36.0577 2107335.7284 CTOP2 OB 11009 Pg 1003
9 832368.5668 2107545.2813 CTOP2 628 832 1336 2107340.3756 CTOPI
I, LEONARD H. SULLIVAN. JR., CERTIFY THAT THIS PLAT WAS
4888 CTOPI
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE 650 \32368.5581 2507552.2248 CTOP1 830 829 8324378324?8.. 21 210733707350..9357 CTOP2
UNDER MY SUPERVISION USING REFERENCES SHOWN N; THAT 831 832424.7697 7348.5399 CTOP2
THE BOUNDARIES NOT SURVEYED ARE SHOWN AS 8R INES 832 832428.8300 21 9.8723 CTOPI
N
PLOTTED FROM INFORMATION SHOWN HEREON; THAT THE R OF
LOT PRECISION AS CALCULATED IS 1: 10,000+ : TH T T IS
- 1 4
. -30\AS~ ~ N9 my w 021 - 832
Sq
9
PLAT WAS PREPARED IN ACCORDANCE WITH G. S
AMENDED. WITNESS MY ORIGI L SIGNATURE, Rf~ISTRATION x-- / A PORTION SHOWN OF
n 50' NEUSE RIVER PIPAAIAN 10,
NUMBER, AND SEAL THIS DAY OF "MARCH A.p., BUFFEp
/ 100 X 0 834 T
2005. j WETLAND TRAC I F
l
9 1e DB 11199 Pg 880 d q1
I q,~ so BDM 1996 ~g 939
61 Bll / m 0,51 o~K836
/
k11 rn 0 TOT
L~ I
SURVEY \ !4 LOT 13
- 2821 e*~ roP, of erg 847
c ~(s6D 1

Mpg Bog B67 92
REGI RATION NUMBER ~so.~ - 0~-
C~ 575 1^
ALSO, I CERTIFY: 3 9
A. THAT THE SURVEY CREATES A SUBDIVISION OF LAND 865x r 871 ~q9
WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN RIp ARIAN~ ' v ~~S
ORDINANCE THAT REGULATES PARCELS Of LAND -x/864/%
B. THAT THE SURVEY IS LOCATED IN A PORTION OF A Ilk
COUNTY OR MUNICIPALITY THAT IS UNREGULATED AS TO AN POINT NORTH EAST DE PTOA' / '9 X870
ORDINANCE THAT REGULATES PARCEL OF LAND 716 832285.3828 2107309.8733 WL DCL3' ' /
C. ANY ONE OF THE FOLLOWING: 718 832289.3684 2107325.2117 WL iCL3 WETLAND
1. THAT THE SURVEY IS OF AN EXISTING PARCEL OR 720 832296.7611 2!0733!.6995 40BTT30i is
PARCELS OF LAND AND DOES NOT CREATE A NEW STREET OR 722 832284.7309 2107342.0672 302CL3'
CHANGE AN EXISTING STREET. 724 832285.2348 2107356.2294 WL 302C13' x m - -'Jf C\s F~
Q THAT THE SURVEY IS OF AN EXISTING BUILDING OR 726 832290.2685 2107372.9082 ~302CL3* POINT KITH EAST DESCRIPTOR J(
OTHER STRUCTURE, OA NATURAL FEATURE, SUCH AS A 728 832310.8307 2107362.1227 4D6CL3' ^ ^ ^ 591 832367.9!4! 2107670.81!! TOP OF BAN( A PLIN: f\ ` 416
2107451.!231 yA 309CL d PLItG -IPA--
592 83236 WATERCOURSE. 732 832375.0095 210738!.78298 WL ~L3 BTLW JF~~ 852 8323393.94 2107675.5320 TOP OF BANK
3. THAT THE SURVEY IS A CONTROL SURVEY. 0 p
735 032313.1155 2107397.0621 WL w
CL' Z 854 832347.1636 2107429.2403 WL ~1CL2'LW
7664 2107480.3104 WL 1 61{ ! i cF
0. THAT THE SURVEY IS OF ANOTHER CATEGORY, SUCH AS 737 832322.4737 2107391.6014 WL 40 3 P/ S
THE RECOMBINATION OF EXISTING PARCELS, A COURT-ORDERED 739 832331.3715 2107403.3365 WL 503T 3 50' NEUSE RIVER P% 85 6 5 BB3 322334044.8B4 21017530.9277 Wt 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 314CL4'TTCH
E. THAT THE INFORMATION AVAILABLE TO THE SURVEYOR IS 746 832343.5131 2107419.5603 WL 402CL3' 859 832351.3759 2107554.8320 CTOP2 h
SUCH THAT THE SURVEYOR IS UNABLE TO MAKE A DETERMINATION 747 832340.8132 2107429.8096 WL 3DBCL3'TT400 860 832369.6006 2107582.9290 CTOPS
TO THE BEST OF THE SURVEYOR'S PROFESSIONAL ABILITY AS TO 748 832321.7249 2107409.7340 WL 307CL3' 861 832353.4487 2107593.9171 CTOP! lT.~ VA'.1TY nri
853 832347.1536 2107429.2403 WL 401CL2'LN 862 8B3P~,g~g84 210763.00678 CTOPS ~PNOS10[~~VATEBBRA~ CTOPi
PROVISIONS CONTAINED IN (A) THROUGH (D) ABOVE. t1Vy
865 832341.606 2107569.766 CTOPi
THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES 666 832346.f0gB 2107590.4560 CTOP2
AS WATERS OF THE U.S. OR WETLANDS ALL AREAS OF WATERS 867 832363.7457 2107665.2246 CTOP!
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 NOTES 871 832339.18!2 2107678.5123 CTOP2
LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF PAGE 2 OF 7
SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A 1 AREAS COMPUTED BY COORDINATE METHOD. WETLAND DELINEATION MAP:
PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THIS CIRCLE SURVEYING
YIN5G 1 GIBBS PROPERTY
DETERMINATION WAS MADE UTILIZING THE 1987 7 CORPS OF 2 ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES. 1143-D EXECUTIVE
ENGINEERS WETLAND DELINEATION MANUAL. TRACT ~A~
(919) 469-4738 FAX: (919) 469-8447
3. THIS SURVEY DONE WITHOUT THE BENEFIT OF A TITLE SEARCH AND IS SUBJECT BOUNDARY TAKEN FROM OB 11199 P9 BBO
NAME TO ANY FACTS WHICH MAY BE DISCLOSED BY A FULL AND ACCURATE TITLE SEARCH. OWNER: TEA6UE-HANKINS DEVELOPMENT, CORP. NEW LIGHT TOWNSHIP
4. NO IMPROVEMENTS, EASEMENTS OR OTHER ENCUMBRANCES THAT MAY EFFECT 8368 SIX FORKS ROAD, SUITE 202 WAKE COUNTY NORTH CAROLINA
TITLE PROPERTY SHOWN AS A PART OF THIS WETLANDS DELINEATION PLAT. [VISION DATES RALEIGH, NC 27615 SCALE: 1" = 50' PIN: 1803.04-72-4275
5. WETLANDS DELINEATED BY SOIL S ENVIRONMENTAL CONSULTANTS, PA. DB 11199 Pg 880 DRAWN BY: RFW2 SURVEYED BY: JDM
DATE: IB JANUARY, 2005 JDB i 4 04/05
DATE

I

POINT NORTH EAST DESCRIPTOR \ POINT NORTH EAST DESCRIPTOR
1 REFERENCES:
667 832436.3957 210681i.1SBB WL 621 \ 748 832486.7340 2107121.3394 WL 40A
Fs 668 832429.3350 2106811.6061 NL 620 \ 750 832465.7835 2107127,3BB1 NL 41ATTf0 11199 Pg 880
O I
CIS F4CCS o 669 B32423.9937 2106827.1640 WL 619 751
832420.9903 2106848.7596 WL 618 \ 750 832.2706 21071 27 NL 39A BoM 2000 Pg 43
aVIWF f3B 671 832405.8035 206882.5683 WL 616 9~ 1g2 \ ~ 751 932518.7685 2107118,1428 XL 3BA BoM 1997 Pg 704B
S F9 678 B32401.BB65 2106909.8421 WL 615 I 190 763 832544.2239 2107090.0659 WL 31A BoM 1997 Pg 127
h 6B8 832434.9749 2106887.1427 WL 29B 9 \ 764 832542.1283 2107074.7796 XL 0A
NEN 92p 6B9 932434.3665 2106913.9939 WL 28B 1e, A\ 6 \ 765 832555.467B 2107060.4929 NL 14A BoM 1996 Pg 938-939
PURNfLL 09 69f 832427.2010 2106934.2674 WL 27B 1g 9 766 832563.5501 2107079.9480 NL 35A gOM 1995 Pg 1521
~G 693 83241B.8B65 2106968.309 WL 26B \ 16 \ 767 632574.9600 2107070.2626 NL 35A
v F 695 832414.6884 2106989.5279 WL 25B 199 777 832515.0514 2107090.7900 NL 12A BOM 1993 Pg 1617
a \'696 832406.1844 2107006.3202 WL 246 \ 19g \ ~ 778 832497.8833 2107D97.5172 WL 11A
69h\ 832418.0787 2107016.0807 WL 238 5p BoM 1993 Pg 583
700 \ 832415.4251 2107025.9957 WL 22B ETLAND NFUS
VICINITY MAP NOT TO SCALE 702 9.198'2 21a \ 09 ~ A 9~ oe 11009 Pg 1003
I, LEONARD H. SULLIVAN, JR., CERTIFY THAT THIS PLAT WAS 703 , 107002.3315 WL 612 Sp 1 ~I9 LP\
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE 704 E4043759 .975. WL 613 190A~~ A 9~ LEGEND:
705 2106936.61fi3 lMOEA NY SUPERVISIOn USING REFERENCES BHawN HEREON; THaT 707 . 2101044.9343 WL 20~ FG 19 \ 10 9
THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES 708 832396.11 2107057.3351 NL 609 `1 1 9~ IRON FOUND
PLOTTED FROM INFORMATION SHOWN HEREON; THAT THE RATIO OF -10S_ 832',89.184 2107171.7505 NL 603 \ + MAPPING POINT
PRECISION AS CALCULATED IS 1: S0, 000+ THAT THIS 710 832405.20051 2107057.5838 WL 19B
PLAT WAS PREPARED IN ACCORDANCE WITH G. S. 47-30 AS 711 832367.4620} 2107184.3497 WL 602 x WETLAND FLAG
AMENDED. WITNESS MY ORI7 GINAL SIGNATURE; REGISTRATION 712 832365.50 2107809.5137 WL 501 POINT NORTH EAST DESCRIPTOR 168 1 Fq
NUMBER, AND SEAL THIS DAY Of MARCH Ap „ 713 832472. 2107067.0101 NL 188 768 1.5253 2107062.8412 WL 34A y16 \
14 iB32396.3 2107211.0870 ML 600TTCH \
2005. 769 .6146 2107043.6619 WL 14A
71 N2399. 2107078.7904 WL 608
770 8 7
7i7\ 32414. 2107 89.3448 WL 176 ~ .8711 2106091.5292 WL 26A
719 416. 2107 09.!337 ML 168 .8176 2107034.9!92 W1 33A k1
11 ~
781 B 79. 18 2106888.7557 XL 23A 65
40 .9228 21071 06.2165 NL 607
782 7.5 0 2106902.498! ML 27A y
723 4y12.1642 210 25.6435 NL 606 783 8 6.39 2106912.3454 WL 2BA')
(
SURVEY ' 725 832 1606 146.2851 NL 605 784 B326 1.6075 2106907.8556 XL 22A 11X 16A
727 832406.89;35 210 57.3620 WL 604 \ 713
L 2821 7B6 6326 .0943 106924.0293 XL 21A
729 932431.7015 21071 5.1901 WL 14B
787 8326 .7662 2 9711 WL 29A \ \
REGIST TION NUMBER 731 832424.1703 21071 NL 158 788 832660. 005 21 967.9357 XL 30A 1 5 ~FT~ AAA x16
733 832445.9212 2107149.8349 WL TT13B \ 9 '
789 832635. 2 2106" 8306 XL 20Aj h
734 832450.6143 2107150.9900 L 1
ALSO, I CERTIFY: 790 832624.6905 210 t.f289 WL 19A \ 1 \Y AND
736 832455.4702 2107133.6630 NL CL2`
A. THAT THE SURVEY CREATES A SUBDIVISION OF LAND 8326!5.4651 210696.1001 NL IBA \ 1h p \
738 632456.1820 2107128.5603 NL i h V ~
10 1q 118 x1 NFU\- -
WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN 792 32617.1655 106967,9782 WL 17A p k 6
742 032460.0336 2107723.3533 NL 9BTT705TOP
793 8 .74fi1 106985: XL !A 1_ ` F RIV
ORDINANCE THAT REGULATES PARCELS OF LAND 744 832472.5931 2707174.2801 NL 84_ 1~ \ 7p9 BR RIpAR~
794 832627. 76 2107005. 37 XL 332A 0 1 151 p
B. THAT THE SURVEY IS LOCATED IN A PORTION OF a 745 832477.7185 2107177.1967 ML 9A
795 8677.94 2106993. XL 16A
COUNTY OR MUNICIPALITY THAT IS UNREGULATED AS TO AN 752 832485,7897 2107097.3539 NL 7A A PORTION SHOWN OF
796 832607.4075 2!06990.52 WL 15A x 5
ORDINANCE THAT REGULATES PARCEL OF LAND 754 832491.5716 2107079.9861 NL 6A 7~ 832690.7510 2106875. 7 WL 25A
C. ANY ONE OF THE FOLLOWING: 755 832492.6465 2107066.1033 NL 5A 832687.7741 21068744 WL 24A TRACT A ~ ~ 90
832490.4845 2!07056.6902 NL 68 J \ A2 x 6
1. THAT THE SURVEY IS OF AN EXISTING PARCEL OR 756
PARCELS OF LAND AND DOES NOT CREATE A NEW STREET OR 757 832500.6816 2107047.5604 NL 4A DB 11199 P g 880
CHANGE AN EXISTING STREET. 758 759 832494832509..4110 4024 21070352107032..0432 7732 AL WL 58 733( 3A WETLAND 6 A A 2652 2648
THAT THE SURVEY IS OF AN EXISTING BUILDING OR
762 832391.8086 2107040.7090 XL 610 667 M J6
OTHER STRUCTURE, OR NATURAL FEATURE, SUCH AS A 772 832552,7918 2106357.7922 WL O18TTOLA' 2647
WATERCOURSE. 773 832535.8800 2106999.1815 WL 2B~ A(2646
3. THAT THE SURVEY IS A CONTROL SURVEY. 774 932533.5440 2107009.4109 NL 2A 669_`
1<0 0. THAT THE SURVEY IS OF ANOTHER CATEGORY, SUCH AS 715 832520.1496 2106997.0163 NL 3B 0 " \ 4T 2645 -72 5 THE RECOMBINATION OF EXISTING PARCELS, A COURT-ORDERED 776 832508.0660 2107014.6012 WL 48 _x69601 727 WETLAND
779 932473.3401 2107101.6054 NL 88
SURVEY, OR OTHER EXCEPTION TO THE DEFINITION OF WETLAND > 44
1581 831061.7616 2106787.7713 G
SUBDIVISION. ~ ~~py
2644 832397.5293 2107216.2927 PROJECTED TOP OF BAN
E. THAT THE INFORMATION AVAILABLE TO THE SURVEYOR ISv N7
2645 832413.1028 2507216.3862 PROJECTED TOP BANK 709
s.~ s ` _
NEUSE \ \
SUCH THAT THE SURVEYOR IS UNABLE TO MAKE A DETERMINATION 2646 B32422.2270 210720.7673 PROJECTED TOP BANK a
TO THE BEST OF THE SURVEYOR'S PROFESSIONAL ABILITY AS TO 2647 B32429.7578 2107209.5003 PROJECTED TOP BANK l 91
PROVISIONS CONTAINED IN (A) THROUGH (D) ABOVE. 2648 832442.4982 2107212.2389 PROJECTED TOP BANK \9 t
2649 832446.0473 210708.6415 PROJECTED TOP BANK ,
d
THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES 2650 832436.1459 2707173.001 PROJECTED TOP BANK (9fA
AS WATERS OF THE U.S. OR WETLANDS ALL AREAS OF WATERS 2651 B32433.6807 210701.5714 PROJECTED TOP BANK 9
Lkr' \f9~
OF THE U.S., INCLUDING WETLANDS, REGULATED PURSUANT TO 2652 832446.3806 2101152.0398 PROJECTED TOP BANK
1~T~r~ar,
SECTION 404 OF THE CLEAN WATER ACT AS DETERMINED BY THE UFFFR
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN NOTES: PAGE 3
LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF
SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A 1. AREAS COMPUTED BY COORDINATE METHOD. / WETLAND DELINEATION MAP:
PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THIS 2 ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES. 1143-D EXECUTIVE IACLES SCARY. URVEYING YT
DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF 27511 GIBBS PROPERTY
ENGINEERS WETLAND DELINEATION MANUAL. TRACT "A"
(919) 469-4738 FAX: (919) 469-8447
3. THIS SURVEY DONE WITHOUT THE BENEFIT OF A TITLE SEARCH AND IS SUBJECT BOUNDARY TAKEN FROM D8 11199 Pg 880
NAME TO ANY FACTS WHICH MAY BE DISCLOSED BY A FULL AND ACCURATE TITLE SEARCH. NEW LIGHT TOWNSHIP
OWNER: TEA6UE-HANKINS DEVELOPMENT, CORP.
4. NO IMPROVEMENTS, EASEMENTS OR OTHER ENCUMBRANCES THAT MAY EFFECT WAKE COUNTY NORTH CAROLINA
PROPERTY SHOWN AS A PART OF THIS WETLANDS DELINEATION PLAT. [VISION DATES 8368 SIX FORKS ROAD, SUITE 202
TITLE RALEIGH, NC 27615 SCALE: i' = 50' PIN: 1803.04-72-4275
5. WETLANDS DELINEATED BY SOIL G ENVIRONMENTAL CONSULTANTS, PA. OB 11199 Pg 880 DRAWN BY: RFW2 SURVEYED BY: JDM
DATE DATE: 18 JANUARY, 2005 JOB f 4 04/05

IDS POINT NORTH EAST DESCRIPTOR LEGEND: REFERENCES:
S~ 641 632635.636 2!06717.6825 WL 38.23
p <<s 642 632657.6572 206696.0739 WL 38.23 / IRON FOUND DB 11199 Pg 886
LIB 61 832605.2379 2106825.256 WL B07 BoM 2000 Pg 43
47j iS ° 652 832619.8500 2106826.2778 WL 38.28 + MAPPING POINT BoM 1997 Pg 1048
h ~O 653 832609.5060 2106808.0451 WL 806
F 654 B32634.B365 210679B.619i WL 38.27 x WETLAND FLAG
9 6515 832637.0043 2106766.8561 WL 38.25 BoM 1997 Pg f27
~O 656 832626.9903 206163.9290 WL 805 BoM 1996 Pg 938-939
PURNELL 09 657 832626.8017 205742.B936 NL 38.24 >~0
9 658 832618.8176 2106738.4937 WL 803 p1 BoM 1995 Pg 1521
p 659 832591.7356 2106747.3540 WL 802 BoM 1993 Pg 1617
p 797 &32690.7510 2106875.2287 WL 25A g
799 832698.4194 2106860.6141 WL 20ACL2' BoM 1993 Pg 583
BOO 832703.8009 2105645.4363 WL 207CL3' a4a \
VICINITY MAP NOT TO SCALE Sol 832715.4399 2105828.5938 WL 206CL3' p3 / DB 1mok Pg 1D63
I. LEONARD H. SULLIVAN. JR., CERTIFY THAT THIS PLAT WAS 803 832722.1903 2106808.104 WL 2D5CL3' /
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE 804 832727.5885 2106796.1727 WL 204CL3' \
\,po
UNDER MY SUPERVISION USING REFERENCES SHOWN HEREON; THAT 805 832735.9080 2106784.5468 WL 203CL3'
806 832744.3747 206769.7459 WL 202CL3' A PORTION SHOWN OF
THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES 807 832748.6122 2106756.0863 WL 201CL3' n Ut 91
PLOTTED FROM INFORMATION SHOWN HEREON; THAT THE RATIO OF 808 832756.1761 2106721.3364 WL 2000L!' TRACT H
PRECISION AS CALCULATED IS 1: 10,090+ THAT THIS
PLAT WAS PREPARED IN ACCORDANCE WITH G. S. 47-30 AS DB 11199 Pg 880
AMENDED. WITNESS MY ORIGO L SIGNATURE, REGISTRATION ~d"
NUMBER, AND SEAL THIS f~ DAY OF MARCH A.D.,
19
zoos, 624)1 w F~_ AND
9jp
M631
64 'tX- _ 54 AIQN VA~~
WETLAND
4623 SURVEY 66 FA
v
L - 2821~~5, WETLAND POINT OATH Easr CSC IPTDA
645 832518. 70 2106786.4674 NL 3~ff3~Cf 3~
647 832503.8196 2106808.1865 WL 348
REGISTRATION NUMBER ti m WETLAND
Spy^~ 648 832503.7 2!06826.1247 WL 338
ALSO, I CERTIFY: 640 649 832554.5789 0.5323 NL 809
A. THAT THE SURVEY CREATES A SUBDIVISIDN OF LAND "19 65 650 832583.1370 2106136, 6594 WL BOB
WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN 639 F660 \)%661 661 832587.39!1 21 ML 38.29
ORDINANCE THAT REGULATES PARCELS OF LAND ~p A 6ti 13 662 832524.1779 21D6053.3879 B19
B. THAT THE SURVEY IS LOCATED IN A PORTION OF A ~J6 ZRPOINT NORTH EAST DESCRIPTOR 13 WETLAND I \ 663 832514.1893 2106883.2167 30
COUNTY OR MUNICIPALITY THAT IS UNREGULATED AS TO AN 609 832546.6660 2106698.2553 WL 38.6 ~{6i2 664 832478.6390 2106868.9447 WL 31
6B0 832490.5563 2106852.2860 WL 328
ORDINANCE THAT REGULATES PARCEL OF LAID NOW OR FORMERLY 610 83254D.50B6 2106728.0730 WL 38.3CL3' 6"Ib \ ~t6f1
C. ANY ONE OF THE FOLLOWING: 611 832560.1075 2106739.7742 WL BO! x(637 X636 681 832497.62!8 2106675.2676 WL 810
612 832570.0133 2106704.8802 WL 200TT38CL aA 683 832472.4615 2 f06898. 3871 WL 38.31
1. THAT THE SURVEY IS OF AN EXISTING PARCEL OR BOGNAR 613 832580.0506 2106682.4638 WL 7D1 g a e 684 832458.3559 2106887.2419 WL 38.32TT30B
PARCELS OF LAND AND DOES NOT CREATE A MEN STREET OR DB 11009 Pg 1003 614 832602.8209 2!06691.2279 kL 704 x ~6Bfi 832457.6890 21D6861.4066 WL 30B
CHANGE AN EXISTING STREET. 615 B32599.222B 2106666.6222 WL 703 ~F
THAT THE SURVEY IS OF AN EXISTING BUILDING OR P 616 832600.6368 210660.9084 WL NO NUM w
643 iF~. ah X652
OTHER STRUCTURE, OR NATURAL FEATURE, SUCH AS A 617 832585.3625 2106637.5578 WL 36.8
WATERCOURSE. ti 618 832564.1973 2106656.4084 WL 38.7
644k•
3. THAT THE SURVEY IS A CONTROL SURVEY. 619 832590.5284 2106661.0439 WL 702
Dr~p
. THAT THE SURVEY IS OF ANOTHER CATEGORY, SUCH AS 620 832591.1447 2106607.1343 WL 38.9 v7r~
621 832601.1153 210682.6696 WL 38.10 \ \ 11 6 ~ I ~ LE5 E
THE RECOMBINATION OF EXISTING PARCELS, A COURT-ORDERED 622 832615.7436 2106563.3897 WL 38.11 \ X661 `
SURVEY, OR OTHER EXCEPTION TO THE DEFINITION OF POINT NORTH EAST DESCRIPTOR u
523 832625.4833 2106560.0251 WL 38.12 633 832535.3303 2106740.8527 WL 38.2 APR
SUBDIVISION " 624 832660.0072 2106557.5450 WL 3B.14 ` 634 832539.1087 206752.6154 ML 38.SCL3' ~ E. E. THAT THE INFORMATION AVAILABLE TO THE SURVEYOR IS ? 625 832670.8626 2106579.0269 WL 3B.14 635 832536.2407 2!06758.5071 WL 38CL3' 664
SUCH THAT THE SURVEYOR IS UNABLE TO MAKE A DETERMINATION 626 832668.3998 2!06602.6195 ML 38.16 636 832553.9545 2106761.4190 WL 39CL3' \ X683
TO THE BEST OF THE SURVEYOR'S PROFESSIONAL ABILITY AS TO 527 832668.8688 2106619.5824 ML 3B.17 674 ; Lt
643 832522.2998 210676.1292 kL 37CL3' Wes,
uVVu
PROVISIONS CONTAINED IN (A) THROUGH (D) ABOVE. 528 832565.7662 2106635.4926 WL 38.18 644 832514.3942 2106774.1530 WL 626TT37CL WETLAND 6%"5B4
629 83266.2774 2106659.3396 WL 38.19 646 832498.6276 206801.5177 WL 625 565
630 832668.9927 2106674.2865 WL 36.20 660 832583.1649 2106760.3225 WL 4DCL3'STOP
THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES 631 832647.0879 2106568.5733 WL 38.13 66 632451.6232 21D5833.10BB WL 623
AS WATERS OF THE U.S. OR WETLANDS ALL AREAS OF MATERS 637 832553.5289 2106720.4884 WL BDOTT38.3
OF THE U.S., INCLUDING WETLANDS. REGULATED PURSUANT TO 666 832437.3639 2106Bii7i63 WL 22 667
638 632552.0739 2106714.0896 ML 38.4CL4' 867 832436.3957 2106B11.l6BB kL 521 668
SECTION 404 OF THE CLEAN WATER ACT AS DETERMINED BY THE 639 B325B2.0346 2106717.1!34 WL 7D6TT700 669 832429.3350 205Bil.6051 WL 620
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN NOTES 649 532597.9757 2106718.873! WL 7D5 674 832468.4249 2105B2B.iDOi WL 624 PAGE 4 OF 7
LAN DR OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF
SECTION URISDICT
IED
D ATE. FTTHIS ' AREAS COMPUTED BY COORDINATE METHOD. SULLIVAN SURVEYING WETLAND DELINEATION MAP:
UPON PERIOD NOTOTOJEXCEED FIOIVENYEARSMAY
DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF 2 ALL DISTANCES ARE HORIZONTAL GROLN40 DISTANCES. 1143-D EXECUTIVE CIRCLE CARY, NC 27511 GIBBS PROPERTY
ENGINEERS WETLAND DELINEATION MANUAL. TRACT "A"
(919) 469-4738 FAX: (919) 469-8447
3. THIS SURVEY DONE WITHOUT THE BENEFIT OF A TITLE SEARCH AND IS SUBJECT BOUNDARY TAKEN FROM DB 11199 Pg 880
NAME TO ANY FACTS WHICH MAY BE DISCLOSED BY A FULL AND ACCURATE TITLE SEARCH. NEW LIGHT TOWNSHIP
OWNER: TEAGUE-HANKINS DEVELOPMENT, CORP.
4. NO IMPROVEMENTS, EASEMENTS OR OTHER ENCUMBRANCES THAT MAY EFFECT 8368 SIX FORKS ROAD, SUITE 202 WAKE COUNTY NORTH CAROLINA
TITLE PROPERTY SHOWN AS A PART OF THIS WETLANDS DELINEATION PLAT. VISION BATES RALEIGH, NC 27615 SCALE: 1° = 50' PIN 1803.04-72-4275
5. WETLANDS DELINEATED BY SOIL & ENVIRONMENTAL CONSULTANTS, PA. OB 11199 Pg 880 DRAWN BY: RFW2 SURVEYED BY: JOM
DATE DATE: 18 JANUARY, 2005 JOB t 4 04/05

t y \ LINE BEAAIN6 REFER 1199 REFERENCES:
r~
DISTANCE BBO
Qlagy. 5Q NfUS LS S 50'00'10' E 8.01 gOM 2DOD Pg 43 m
-.r N DR7VF lg f R1 yF~ BOM 1997 Pg 1048 2
Rlpq
Fq~ Off, AI4 BoM 1997 Pg 127
Yt 90 J o e0FFF\ BoM 1996 Pg 938-939 s
os
O
PUANELI 4°
9~ BoM 1995 Pg 1521
A PORTION OF BoM 1993 Pg 1617 =
BoM1993Pg563
TRACT "A"
VICINITY MAP NOT TO SCALE 11199 Pg 880 DB 11009 Pa 1003
°ati Bq4,~ \ ~ ~DB
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 e31006.5226 2 352.7220
~Nt W~ 5\ IRON FOUND
THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES 991 830997.5253 21 .5579 CTOP3 \ NFU!? ~I?ATjA_t,
PLOTTED FROM INFORMATION SHOWN HEREON; THAT THE RATIO OF 993 831025.6538 21 7982 CTOP3 ` \ $0'
PRECISION AS CALCULATED IS 1: W. 000+ THAT THIS 994 830993.3227 2108352. 73 CTOP4 9p BGF~~9 + MAPPING POINT
PLAT WAS PREPARED IN ACCORDANCE WITH G. S. 47-30 AS 995 830991.4685 21Da348.9 WL W2OTTCH NF(I ~o \ ° \ WETLAND FLAG
AMENDED. WITNESS MY ORIGItA SIGNATURE, REGISTRATION 996 B3033.7482 210133A7.0510
2208347.8381 CTOP34TTCH
NUMBER, AND SEAL THIS DAY OF MARCH A.O., 91A A °~t tioS
998 831052.0330 2108331.9515 C 3
2005. 999 831020.6535 2108353.3595 CT q9J 21
1000 831066.6274 2108316.8173 CTOP3
1061 831021.4227 2106329.5776 ML W33 ` GFF o 0 \ ° \
1003 831027.6086 2108309. B53fi WL W32 S
ID04 830980.0071 2108366.6501 WL W22 y
00
1005 830966.5177 2106282.9895 WL W23
SURVEY cS 2h ro _
1006 831046.7625 2208288.6266 WL W31 O
2821 1007 830957.5555 2108266.3947 WL W24 ~O, Otiti
REGI TRATION NUMBER 1008 830963.5094 21DS263.1735 WL W25 J I \
1009 831058.2434 2108315.1129 CTOP4 ~ 1D10 830979.4781 2208268.9458 WL W25 _ -\$4' 7p~ °0
ALSO, I CERTIFY: 1011 832047.2308 2108275.9242 WL W30 9 \ 1019
A. THAT THE SURVEY CREATES A SUBDIVISION OF LAND 1012 83051.0092 21DOM.6455 CTOP4 9s \ \USc RIVER O
WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN 1013 832002.2078 2108255.9038 WL W27 gyp, \ - ' 9 0 00
ORDINANCE THAT REGULATES PARCELS OF LAND 1014 832051.4511 2108282.1020 CTOP3
B. THAT THE SURVEY IS LOCATED IN A PORTION OF A 1015 B3fO15.9054 2108265.9317 w1 W27 10121 TOP OF gAy)(
COUNTY OR MUNICIPALITY THAT IS UNREGULATED AS TO AN 1016 832073.5816 2108266.2559 CTOP4
ORDINANCE THAT REGULATES PARCEL OF LAND 1017 932034.9321 21DB266.3006 WL W29
1018 731078.5620 2108266.1603 CTOP3 1017
C. ANY ONE OF THE FOLLOWING:
~n
2. THAT THE SURVEY IS OF AN EXISTING PARCEL OR 1019 831075.8776 2108252.3493 CTOP4
1020 832077.2791 2208256.4734 CTOP3 1 2 ~
PARCELS OF LAND AND DOES NOT CREATE A NEW STREET OR 1021 831101.0339 2108246.3016 CTOP4 LOT 003k,
1025)1 \
CHANGE AN EXISTING STREET. 1022 831103.8865 2108217.61D2 CTOP4 BoM 1993 Pg 583 2DO V~ ~
THAT THE SURVEY IS OF AN EXISTING BUILDING OR 1023 831104.8595 2108246.8351 CTOP3 < yya~
OTHER STRUCTURE, OR NATURAL FEATURE, SUCH AS A 1024 B3112O.B774 2108212.4244 CTOP4 1013.
WATERCOURSE. 1025 831099.0663 2108181.5815 CTOP4
1025 831108.4445 2108221.2689 CTOP3 WE `_AND 99~~
3. THAT THE SURVEY IS A CONTROL SURVEY.
D. THAT THE SURVEY IS OF ANOTHER CATEGORY, SUCH AS 1027 831124.6810 2108217.1909 CTOP3 NOTES: I
THE RECOMBINATION OF EXISTING PARCELS, A COURT-ORDERED 1026 831114.8046 2108146.6374 CTOP4 foloj
SURVEY, OR OTHER EXCEPTION TO THE DEFINITION OF 1029 831106.0565 2108180.7048 CTDP3 1. AREAS COMPUTED BY CONNATE METHOD. r0
~103,0 831106.3283 2108120.0567 CTDP4 00
SUBDIVISION, 1031--9311218175 2108146.4456 CTOP3
E. THAT THE INFORMATION! AVAILABLE TO THE SURVEYOR IS 1032 831115_5883-,24M21.2476 CTOP3 2. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES. 9
SUCH THAT THE SURVEYOR IS UNABLE TO MAKE A DETERMINATION 1033 831122.8092 2108096.-3767- £TOP4, III~~~ ~V! !J LLL~~~ \ 992
TO THE BEST OF THE SURVEYOR'S PROFESSIONAL ABILITY AS TO 1034 B3122B.B922 2108102.8793 CTOP3 -3:- -IBIS SURVEY DONE WITHOUT THE BENEFIT OF A TITLE S RCH AND IS SUBJECT TO ANY FACTS WH
PROVISIONS CONTAINED IN (A) THROUGH (D) ABOVE. ID35 731227.1045 2108044.2832 CTOP4 MAY BE DISCLOS€6-BY A _AND ACCURATE TITLE SEARCH. APR 2 9 ?
LOrS
1037 831135.3350 2108051.3540 CTOP3
THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES 2038 731240.7031 2108016.2245 CTDP4 4. NO IMPROVEMENTS, EASEMENTS OR OTHER ENCUMBRANCES THAT MA EFFECT PROPERTY SHOWN AS A PART
AS WATERS OF THE U.S. OR WETLANDS ALL AREAS OF HATERS 1039 831147.7088 2106021.7547 CTOP3 OF THIS WETLANDS DELINEATION PLAT. - DENR -JVp C \
OF THE U.S., INCLUDING WETLANDS, REGULATED PURSUANT TO 1040 8311.8799 2107913.4450 CTOP3
„1nH+lrn~c;;~;:.
2041 831!5454.6610 2107967.0359 CTOP4 WETLANDS AND
SECTION 404 OF THE CLEAN WATER ACT AS DETERMINED BY THE 1042 831171.4756 2107944.6349 CTOP3 5. WETLANDS DELINEATED BY SOIL & ENVIRDN14ENTAL CONSULTANTS, PA.
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 2107890.5057 CTOP3 PAGE 5 OF 7
SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A 1046 831181.8465 2107879.2476 CTOP3 WETLAND DELINEATION MAP:
PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THIS 1047 8311B4.5063 2107863.0724 CTOP3 SULLIVAN SURVEYING
DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF 1048 831176.0034 2107855.8836 CTOP3 GIBBS PROPERTY
ENGINEERS WETLAND DELINEATION MANUAL. 1049 831285.1481 2107839.4352 CT[P3 1143-0 EXECUTIVE CIRCLE CARY, NC 27511
1050 831172.2008 2107896.7854 CTDP3 (919) 469-473B FAX: (919) 469-8447 TRACT °A`
2052 831169.0217 2107889.8652 CTOP4 BOUNDARY TAKEN FROM DB 11199 Pg 880
1053 831175.6967 2107878.8268 CTOP4
NAME 1054 831119.6444 2107864.9134 CTOP4 NEW LIGHT TOWNSHIP
1055 631169.7910 2107855.7665 CTOP4 OWNER: TEAGUE-HANKINS DEVELOPMENT, CORP.
1056 B3117B.748t 2107834.2567 CTOP4 8368 SIX FORKS ROAD, SUITE 202 WAKE COUNTY NORTH CAROLINA
TITLE 1057 831171.9312 2107823.9612 CTOP4 VISION DATES RALEIGH, NC 27615 SCALE: i' = 50' PIN: 1803.04-72-4275
1058 831177.8036 2107818.63D8 CTCP3 DRAWN BV: RFw2 SURVEYED BY: JCM
1059 831162.1155 2107801.8919 TOP BAN( A PLINE DB 11199 Pg 880
1060 831167.2642 2107795.7554 TOP BAN( A PLINE DATE: 18 JANUARY, 2005 JOB F 4 04/05
DATE

ti's v REFERENCES:
DS 11199 Pg 860
CIS F~13 0 /q~ BOM 2000 Pg 43
f~ \
ORIyB 92X \ ~0~~~ QpNY, 8oM 1997 Pg 1048
F9~~ O ~Y 10P OF C SO' BoM 1997 Pg 127
BOM 1996 Pg 938-939
PURNELL BoM 1995 Pg 1521
9~6 'ti( 0~ 9IA \
o 45 ARIAN BUS BoM 1993 Pg 1617
FAR \ BoM 1993 Pg 583
45
D8 11009 Pg 7003 0
VICINITY MAP NOT TO SCALE TOP OF aANK~ e`er
I. LEONARD H. SULLIVAN, JR., CERTIFY THAT THIS PLAT WAS 02
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE 9 LEGEND: e
UNDER MY SUPERVISION USING REFERENCES SHOWN HEREON; THAT \ i
THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES IRON FOUND o
PLOTTED FROM INFORMATION SHOWN HEREON; THAT THE RATIO OF \
PRECISION AS CALCULATED IS 1: 10,000+ THAT THIS + MAPPING POINT
~ 50' NFU 9 ~p a
PLAT WAS PREPARED IN ACCORDANCE WITH G. S. 47-30 AS S~ RIVfP !RIP API ~ -FR ° x WETLAND FLAG
AMENDED. WITNESS MY 0 IGIML SIGNATURE, REGISTRATION
NUMBER, AND SEAL THIS DAY OF MARCH A.D., POINT NORTH EAST DESCRIPTOR
2005. 939 630936,1022 2108823.0794 CTOP3 \ \2 \
941 830940.6914 2108900.6679 CTOP3
t
942 830956.6885 2108773.5955 CTOP3
943 830946.5802 2108760.1644 CTOP3 k p2
954 830927.9334 2108620.3797 CTOP4 A PORTION SHOt\DF oho i
958 830932.9315 2108795.5474 CTOP4 TRACT
l
SURVEYOR 960 830942,0972 2108776.6073 CTOP4 I H~ ph oo ~ r
962 830986.6843 2108149
2621 .5447 CTOP3 DB 11199 P9 680 \ - a
963 8309.55,1519 2108136.8361 CTOP3 \
REGIS ATION NUMBER 964 830974.D493 2108712.1852 CTOP3 ~ ((((j//I
940 9q1 v
965 830943.2357 2108753.5744 CTOP4 hP
; R G ,
966 830991.5536 2108702.3104 CTOP3
ALSO , I CERTIFY: 950 S
967 8309B6.6633 2108662.7888 CTGP3
A. THAT THE SURVEY CREATES A SUBDIVISION OF LAND 951 W LAN l 5D' NEUSE 830959 WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN 968 '6506 210B14B.8984 CTOP4 WATER.QUALITy
969 8304.0406 2fO8G26.1947 CTOP3
ORDINANCE THAT REGULATES PARCELS OF LAND
970 830948.4956 2108736.6752 CTOP4 S'04rf'OAIER BRANCH
B. THAT THE SURVEY IS LOCATED IN A PORTION OF A 971 830995.1571 21OB593.3i4f CTOP3 POINT NORTH EAST DESCRIPTOR V 9y~
COUNTY OR MUNICIPALITY THAT IS UNREGULATED AS TO AN 972 630971.9062 2108705.3729 CTOP4 923 830848.7449 2109037.7310 CTOP4
ORDINANCE THAT REGULATES PARCEL OF LAND 973 830970.6599 2108536.9737 CTOP3 925 830669.7713 2108959.8654 CTCP4 \ r
C. ANY ONE OF THE FOLLOWING: 974 830961.4953 2108700.8109 CTOP4 926 830857.3685 2109038.8776 CTOP3 0• \ \
1. THAT THE SURVEY IS OF AN EXISTING PARCEL OR 975 830965.1088 2108509.3406 CTOP3 927 830871.1224 2108936.0811 CTCP4 tie 9
PARCELS OF LAND AND ODES NOT CREATE A NEW STREET OR 976 B30960 .652B 2108658.0542 CTOP4 928 830879.9920 2108%6.0092 CTOP3 NSF \
977 830988.2375 2108625.8510 CTOP4 929 830886.3082 2108943.5779 CTOP3 q k -
CHANGE AN EXISTING STREET. 978 830979.3198 2108499.3454 CTOP3 932 830887.8911 2108932.6006 CTOP3 S~F ~p0 ~a \
20 THAT THE SURVEY IS OF AN EXISTING BUILDING OR 979 830988 D69B 2108595.6344 CTOP4 933 830912.2395 2108918.9320 CTOP3 9q S2
OTHER STRUCTURE, OR NATURAL FEATURE, SUCH AS A 981 830979.1361 2108480.2905 CTOP3 935 830895.0846 2108877.4217 CTOP3 tA9 , 2~
WATERCOURSE. 982 830963.6689 2108547.6811 CTOP4 937 830921.9474 2106826.9018 CTOP3 ql9 pif T
3. THAT THE SURVEY IS A CONTROL SURVEY. 983 630957.2068 2108505.5023 CTOP4 944 830880.2340 2108928.0379 CTCP4 I a ~p
D. THAT THE SURVEY IS OF ANOTHER CATEGORY, SUCH AS 9B4 630972.6057 2108489.6436 CTOP4 945 830938.1669 2108776.4180 WL W3 6q~~ is ox- 20
THE RECOMBINATION OF EXISTING PARCELS, ACOURT-ORDERED 965 830995.9151 2108442.8095 CTOP3 946 830901.8467 2108912.4135 CTOP4 ~Pq C2, qN4
SURVEY, OR OTHER EXCEPTION TO THE DEFINITION OF 986 890971.5369 2108483.1026 CTOP4 947 830926.5740 2108774.0139 AL M4
SUBDIVISION, 987 830973.3776 2108415.8368 CTOP3 948 830922.8420 2108768.4367 WL W5 44
E. THAT THE INFORMATION AVAILABLE TO THE SURVEYOR IS 966 830985.4593 2108446.7815 CTOP4 949 B30888.3503 2108880.9126 CTOP4 \ \
SUCH THAT THE SURVEYOR IS UNABLE TO MAKE A DETERMINATION 989 830977.0498 21083B4.8402 CTOP3 950 830911.3204 2106770.2544 WL NO NUM \ \
990 830966.8708 2108418.5911 CTOP4 951 830902.7691 2108766.3398 WL W6 \ \
TO THE BEST OF THE SURVEYOR'S PROFESSIONAL ABILITY AS TO 992 8304389.7002 2108386.2971 CTOP4 952 830914.3437 2108819.6178 CTOP4
PROVISIONS CONTAINED IN (A) THROUGH (D) ABOVE. 953 830902.8631 2108783.48355 WL W7 \ \ ` 6
$Q •Q 955 830921.9125 2108795.8793 NL W2
THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES Q 10 " 956 830920.4816 2108814.B490 WL WfTTCH
k 957 830911.9104 2108804.1008 ML NB \ \ 41 \
AS HATERS OF THE U.S. OR WETLANDS ALL AREAS OF WATERS 9
OF THE U.S_ INCLUDING WETLANDS, REGULATED PURSUANT TO 959 830910.3605 2108813.9755 WL W9TTCH
SECTION 404 OF THE CLEAN WATER ACT AS DETERMINED BY THE \
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN FETES PAGE 6 OF 7 \
LAN OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF
SECTION 404 URISDICT
MAY BE
IED PERIOD NOT TDJEXCEED FIVENYEARS FROMETHIS DA E. FTHIS i. AREAS COMPUTED BY COORDINATE METHOD. S U L L I V A N 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 G I BB S PROPERTY
ENGINEERS WETLAND DELINEATION MANUAL. TRACT A
(919) 469-4736 FAX: (959) 469-8447
3. THIS SURVEY DONE WITHOUT THE BENEFIT OF A TITLE SEARCH AND IS SUBJECT BOUNDARY TAKEN FROM DO 11199 Pg BBO
NAME TO ANY FACTS WHICH MAY BE DISCLOSED BY A FULL AND ACCURATE TITLE SEARCH. NEW LIGHT TOWNSHIP
OWNER: TEAGUE-HANKINS DEVELOPMENT, CORP.
4. NO IMPROVEMENTS, EASEMENTS OR OTHER ENCUMBRANCES THAT MAY EFFECT WAKE COUNTY NORTH CAROLINA
PROPERTY SHOWN AS A PART OF THIS WETLANDS DELINEATION PLAT. 8368 SIX FORKS ROAD, SUITE 202
TITLE VISION DATES RALEIGH, NC 27615 SCALE: i' = 50' PIN: 1803.04-72-4275
5. WETLANDS DELINEATED BY SOIL 6 ENVIRONMENTAL CONSULTANTS, PA. DB 11199 P9 880 DRAWN BY: RFW2 SURVEYED BY: JDM
DATE: 18 JANUARY, 2005 JOB 0 4 04/05
DATE

t \ \ \ POINT NORTH EAST DESCRIPTOR REFERENCES: LEGEND:
o \ \ n2~0 236 830732.2828 2109036.9769 WL WP OB 11199 Pg 880 IRON FOUND
Ktt 890 630709.6363 21091DO.9433 CTOP3
tIGyT Fels o \ SO• 89! 630722.8544 2109042.9503 CTOP3 BoM 2000 Pg 43 + MAPPING POINT
ve y ` 892 630702.9053 2109089.1283 CTOP4
8F9 \ \ Fps\ 909 830726.1123 2109030.7844 WL WiJTTCH BOAR 1997 Pg 1048 X WETLAND POINT
0. 910 830734.67 2109029.6285 WL W!O
ti y 2 BoM 1997 Pg 127
NJ ~O \ k D 911 630742.9440 2109022.BB50 WL Wi1
PUR 4 2 912 830762.49% 2109036.9870 WL W12 BoM 19% Pg 938-939
HELL 9 02 \ 913 830740.2965 2109005.6717 WL W16 s LOT 31
~Gt \ 92 ` S 9 914 830782.0104 2109026.0923 WL W33 BoM 1995 Pg 1521 p9,
y a BDM 1997 Pg 127
915 830746.7907 2108906.3987 NL W35 BDM 1993 Pg 1617
j a 916 830772.5147 2100990.8709 WL W14 ~O9
a 917 830714.6483 2109031.2687 CTOP4 BoM 1993 Pg 583
VICINITY MAP NOT TO SCALE V 7914 918 630751.7207 2109051.6494 CTOP3
916~/ 1 919 830756.4391 2109044.7963 CTOP4 DB 11009 Pg 1003
I, LEONARD H. SULLIVAN, JA., CERTIFY THAT THIS 920 830817.202 2109062.9335 CTOP4 vf6o
PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL 921 8308!6.9581 2109098.6241 CTOP3>
SURVEY MADE UNDER MY SUPERVISION USING REFERENCES WETLAND 912 922 630826.4644 2109061.4520 CTOP4
SHOWN HEREON; THAT THE BOUNDARIES NOT SURVEYED ARE 15 919 923 830848.7449 2109037.7310 CTOP4
SHOWN AS BROKEN LINES PLOTTED FROM INFORMATION 91s / 924 63083!.1344 2!09068.4462 CTOP3
SHOWN HEREON; THAT THE RATIO OF PRECISION AS g1 911 925 B30857.36B5 21D903B.B776 CTOP3
CALCULATED IS 1: 10.000+ THAT THIS PLAT WAS =
PREPARED IN ACCORDANCE WITH G. S. 47-30 AS AMENDED. c ~iD \ A PORTION SHOWN OF
WITNESS MY ORIGINALS NATURE, REGISTRATION NUMBER, 90
AND SEAL THIS / 1-7 DAY OF MARCH A.D., ,3 91 TRACT II A II
NORTH DESCRIPTOR
2005. m 917 \ 7~ DB 11199 Pg 880 239NT 830607
2043 2109460.80207 OP BANK A PLINE
9 \4NK \ \ \ 240 890602.9255 2109491.2772 TOP BANK A PLINE
593 830540.5953 2109M2.2542 TOP BANK G PLINE
91~.pp 09 1, 1 \ 594 830639.7198 2109229.2124 TOP BANK A PLINE
SURVEY ry~q 595 830611.2145 2109575.0623 TOP BANK A PLINE
596 830597.0772 2109574.7566 TOP BANK A PLINE
L - 21 \B1/FFf 5 8\ 877 830619.6349 2109546.1611 CTOP3
q 09 878 830607.5073 2109463.5697 CTOP3
PIVGISTRATION NUMBER (b 885 830643.3011 2109225.2913 CTOP3
-41 \ _ ~S 886 830698.0217 2109215.9515 CTOP3
ALSO, I CERTIFY: \ 887 690694.1676 2109162.6211 CTOP3
A. THAT THE SURVEY CREATES A SUBDIVISION OF BB6 830674.6064 2109156.9114 CTOP3
LAND WITHIN THE AREA OF A COUNTY OR MUNICIPALITY N 00. I I 88-33,08. 889 830686.0763 2109114.4944 CTDP3
THAT HAS AN ORDINANCE THAT REGULATES PARCELS OF A 808 894 830660.2510 2109148.8323 CTDP4
_ ~j
B. THAT THE SURVEY IS LOCATED IN A PORTION OF 55 ti 895 830685.6974 2109170.5776 CTDP4 [J !
1 896 830682.5327 2109208.5639 CTOP4 D
A COUNTY OR MUNICIPALITY THAT IS UNREGULATED AS TO 5 885 906 830611.3726 2109640.8782 CTOP4
AN ORDINANCE THAT REGULATES PARCEL OF LAND \ 4 APR 2 J A 2n0S
C. ANY ONE OF THE FOLLOWING: l J
1. THAT THE SURVEY IS OF AN EXISTING
PARCEL OR PARCELS OF LAND AND DOES NOT CREATE A NEW - DENVR'YVkTER y)
STREET OR CHANGE AN EXISTING STREET. RIVE RIPARWMW06fYYATERB -
THAT THE SURVEY IS OF AN EXISTING z~ POSSIBLE GAP ~3 86 550' NEUSE RANCH
BUILDING OR OTHER STRUCTURE, OR NATURAL FEATURE,
SUCH AS A WATERCOURSE. N 8".
3. THAT THE SURVEY IS A CONTROL SURVEY.
(Lllg By BOAR 1985 ~Be X O 1
D. THAT THE SURVEY IS OF ANOTHER CATEGORY, LOT 1\\\- P959!) W 3j2 F gB0
SUCH AS THE RECOMBINATION OF EXISTING PARCELS, A BDM 1995 Pg 1591
COURT-ORDERED SURVEY, OR OTHER EXCEPTION TO THE
DEFINITION OF SUBDIVISION.
E. THAT THE INFORMATION AVAILABLE TO THE TOP OF BANK
SURVEYOR IS SUCH THAT THE SURVEYOR IS UNABLE TO
2 Bq l~I~ P059 E r
MAKE A DETERMINATION TO THE BEST OF THE SURVEYOR'S VERL
PROFESSIONAL ABILITY AS TO PROVISIONS CONTAINED IN
(A) THROUGH (D) ABOVE. NOTES:
THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES AS WATERS OF THE U.S. DR \
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 ~ OF 7
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 SULLIVAN SURVEYING WETLAND DELINEATION MAP:
FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS 3. THIS SURVEY DONE WITHOUT THE BENEFIT OF A GIBBS PROPERTY
MADE UTILIZING THE 1987 CORPS OF ENGINEERS NETLAND DELINEATION MANUAL. TITLE SEARCH AND I5 SUBJECT TO ANY FACTS WHICH 1143-D EXECUTIVE CIRCLE CARY, NC 27511
MAY BE DISCLOSED BY A FULL AND ACCURATE TITLE (919) 469-4738 FAX: (919) 469-8447 TRACT "A"
SEARCH. BOUNDARY TAKEN FROM DB 11199 Pg 880
NAME
NEW LIGHT TOWNSHIP
4. NO IMPRDVENENTS, EASEMENTS DA OTHER OWNER: TEAGUE-HANKINS DEVELOPMENT, CORP.
TITLE ENCUMBRANCES THAT MAY EFFECT PROPERTY SHOWN AS A 8368 SIX FORKS ROAD, SUITE 202 WAKE COUNTY NORTH CAROLINA
PART OF THIS WETLANDS DELINEATION PLAT. VISION DATES RALEIGH, NC 27615 SCALE: 1' = 50' PIN: 1803.04-72-4275
5. WETLANDS DELINEATED BY SOIL 6 ENVIRONMENTAL DB 11199 Pg 880 DRAWN BY: RFW2 SURVEYED BY: JOM
DATE CONSULTANTS, PA. DATE: 18 JANUARY, 2005 JOB f 4 04/05

SOIL & ENVIRONMENTAL CONSULTANTS, PA 017613

NC Division of Water Quality Check Number: 17613
Date: 06/08/05 Check Amt: $200.00 t
Tran # Invoice Type Date Reference Balance Discount Pay Amount. L
7108 0608052 Invoice 06/08/05 9065.W1 $200.00 $0.00 $200.00

r-~o F-~'' oS o1 3 ( o
-
(DMA
JUN
2005
sR~r' SarTQjR / R1ry
BRANCH

- - - -