20050500 Ver 1_Complete File_20050321

O?O? W A T ?9QG
7
Mr. Tripp Bunker
Landcraft Management, LLC
603-F Eastchester Drive
High Point, NC 27262
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
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APR 2 L? l110')
DENR - WAi Lt, UUr.U t r
MWDSANDSTC?,,!Vi`A1ER(3ftr': J)l
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Bunker:
Alan W. Klimek, P.E. Director
Division of Water Quality
April 22, 2005
DWQ# 05-0500
Guilford County
Landcraft Management, LLC has our approval, in accordance with the attached conditions, to place permanent fill
in 149 linear feet of perennial stream and in 0.044 acre of wetlands in order to construct two road crossings and
provide lot fill for the Chandler Oaks residential development on Covered Wagon Road in Guilford County, as
described in your application received by the Division of Water Quality (DWQ) on March 21, 2005. After
reviewing your application, we have determined that this fill is covered by General Water Quality Certification
Numbers 3402, which can be viewed on our web site at http://h2o.enr.state.ne.us/ncwetlands. This Certification
allows you to use Nationwide Permit Number 39 when it is issued by the U.S. Army Corps of Engineers. In
addition, you should secure any other applicable federal, state or local permits before you proceed with your
project, including (but not limited to) those required by Sediment and Erosion Control, Non-Discharge, and Water
Supply Watershed regulations. Also, this approval will expire when the accompanying 404 permit expires unless
otherwise specified in the General Certification.
This approval is valid only for the purpose and design that you have described in your application. If you
change your project, you must notify us in writing, and you may be required to send us a new application for a
new certification. 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 wetland fill for this project (now or
in the future) exceeds one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h). For this approval to be valid, you must follow the conditions listed in the attached certifications, as
well as the additional conditions listed below:
1. The following impacts are hereby approved as long as all other specific and general conditions of this
Certification are met. No other impacts, including incidental impacts, are approved:
Amount Approved Plan Location or Reference
Streams 149 linear feet Unnamed perennial tributaries to Little
Alamance Creek, Covered Wagon Road,
Guilford County; reference: Impacts S-1
and S-2 depicted on Impact Ma

Nn`
o Carolina
Ntundly
North Carolina Division of Water Quality
Wetlands Certification Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Phone [phone] FAX [phone]
2321 Crabtree Blvd. Raleigh, NC 27604-2260 Internet httpl/:h2o,err.state nc.us/ncwetlands
Customer Service Number: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Mr. Tripp Bunker
Page 2
April 22, 2005
Amount Approved Plan Location or Reference
Wetlands 0.044 acre Covered Wagon Road, Guilford County;
reference: Impacts W-1, W-2, and W-3
depicted on Impact Ma

2. Appropriate sediment and erosion control measures which equal or exceed those outlined in the most
recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual or the
North Carolina Surface Mining Manual (available from the Division of Land Resources at NCDENR
regional offices or the central office), whichever is more appropriate, shall be designed, installed and
maintained properly to assure compliance at all times with the North Carolina water quality standards
that are applicable to Class WS-IV waters as described in 15A NCAC 02B. 0216 Fresh Surface Water
Quality Standards For Class WS-IV Waters. Such measures must equal or exceed the requirements
specified in the most recent version of the North Carolina Sediment and Erosion Control Manual.
These measures must be maintained on all construction sites, borrow sites, and waste pile (spoil) sites,
including contractor owned and leased borrow pits, which are associated with this project.
3. 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 measures in wetlands or waters is unavoidable,
they shall be removed and the natural grade restored within six months of the date that the project is
completed or, if applicable, within six months of the date that the project is released by the North
Carolina Division of Land Resources.
4. 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.
5. The culverts required for this project shall be installed in such a manner that the original stream profile
is not altered (i.e. the depth of the channel must not be reduced by a widening of the streambed).
Existing stream dimensions (including the pattern and profile) are to be maintained above and below the
location of the culverts. The culverts shall be designed and installed to prevent head cutting of the
stream. If either culvert becomes perched, the appropriate stream grade shall be re-established or, if
either culvert is installed in a perched manner, the culvert shall be removed and re-installed correctly.
The Applicant must submit a plan and receive written approval from this Office to address any head
cutting that will occur as a result of this project (e.g., use of cross vanes downstream of the culvert).
6. Where riprap is required for energy dissipation and scour protection, it shall be limited to the minimum
dimensions specified by appropriate engineering calculations. Riprap may only be used below the
normal high water level. The original grade and elevation of the stream's cross-section must be
maintained. Riprap placed in the stream bottom must be inserted into the bottom matrix to a depth
sufficient to provide the thickness of riprap required for scour protection. The elevation of the stream
bottom must not be increased by the placement of riprap. Placement of riprap must not result in
destabilization of the streambed or banks upstream or downstream.
Mr. Tripp Bunker
Page 3
April 22, 2005
7. Energy dissipation and sheet flow must be provided for all discharges of water from stormwater
treatment ponds before such discharges reach stream channels or wetlands.
8. The proposed project must comply with the local water supply and stormwater management ordinances
of Guilford County approved by the N. C. Environmental Management Commission as required by the
water supply watershed protection provisions of 15A NCAC 02B .0216: Fresh Surface Water Quality
Standards for WS-IV Waters.
9. All construction activities associated with this project shall minimize built-upon surface area, direct
stormwater runoff away from surface waters, and incorporate best management practices to minimize
water quality impacts. If concrete is used with any fill material, it shall not be allowed to come in
contact with surface waters until it has cured. If any stormwater must be collected for discharge into a
stream channel, it shall not enter the stream as a point source, but shall be slowed and discharged as
sheet flow prior to entering the riparian buffer on either side of the stream.
10. Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the §401 Certification has been
finished. This certificate should be sent to the 401/Wetlands Unit of the NC Division of Water Quality
at the address listed on the form. Along with the Certificate of Completion form, please send
photographs upstream and downstream of the culvert site to document correct installation
If you do not accept any of the conditions of this certification, 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 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.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If
you have any questions, please telephone Daryl Lamb in the DWQ Winston-Salem Regional Office at 336-771-
4600 or Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
J&ft/?
'(W Alan W. Klimek, P.E.
AWK/cdl
Attachments
cc: Andrea Wade, U. S. Army Corps of Engineers, Raleigh Regulatory Field Office
Winston-Salem DWQ Regional Office
Central Files
Wetlands/401 File Copy
Michael Brame, ECS Ltd., 6909 International Drive, Suite 103, Greensboro, NC 27409
O?O? W AT ?qQG
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
April 22, 2005
DWQ# 05-0500
Guilford County
Mr. Tripp Bunker
Landcraft Management, LLC
603-F Eastchester Drive
High Point, NC 27262
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Bunker:
Landcraft Management, LLC has our approval, in accordance with the attached conditions, to place permanent fill
in 149 linear feet of perennial stream and in 0.044 acre of wetlands in order to construct two road crossings and
provide lot fill for the Chandler Oaks residential development on Covered Wagon Road in Guilford County, as
described in your application received by the Division of Water Quality (DWQ) on March 21, 2005. After
reviewing your application, we have determined that this fill is covered by General Water Quality Certification
Numbers 3402, which can be viewed on our web site at http://h 2o.cnr.state.tic.us/ncwetlands. This Certification
allows you to use Nationwide Permit Number 39 when it is issued by the U.S. Army Corps of Engineers. In
addition, you should secure any other applicable federal, state or local permits before you proceed with your
project, including (but not limited to) those required by Sediment and Erosion Control, Non-Discharge, and Water
Supply Watershed regulations. Also, this approval will expire when the accompanying 404 permit expires unless
otherwise specified in the General Certification.
This approval is valid only for the purpose and design that you have described in your application. If you
change your project, you must notify us in writing, and you may be required to send us a new application for a
new certification. 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 wetland fill for this project (now or
in the future) exceeds one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h). For this approval to be valid, you must follow the conditions listed in the attached certifications, as
well as the additional conditions listed below:
The following impacts are hereby approved as long as all other specific and general conditions of this
Certification are met. No other impacts, including incidental impacts, are approved:
Amount Approved Plan Location or Reference
Streams 149 linear feet Unnamed perennial tributaries to Little
Alamance Creek, Covered Wagon Road,
Guilford County; reference: Impacts S-1
and S-2 depicted on Impact Ma

NoiihCarolina
Aatura!!y
North Carolina Division of Water Quality
Wetlands Certification Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Phone [phone] FAX [phone]
2321 Crabtree Blvd. Raleigh, NC 27604-2260 Internet hftp//:h2o.enr.state.nc.us/ncwetlands
Customer Service Number: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer - 50% Recycled110% Post Consumer Paper
Mr. Tripp Bunker
Page 2
April 22, 2005
Amount Approved Plan Location or Reference
Wetlands 0.044 acre Covered Wagon Road, Guilford County;
reference: Impacts W-l, W-2, and W-3
depicted on Impact Map

2. Appropriate sediment and erosion control measures which equal or exceed those outlined in the most
recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual or the
North Carolina Surface Mining ALlanual (available from the Division of Land Resources at NCDENR
regional offices or the central office), whichever is more appropriate, shall be designed, installed and
maintained properly to assure compliance at all times with the North Carolina water quality standards
that are applicable to Class WS-IV waters as described in 15A NCAC 02B .0216 Fresh Surface Water
Quality Standards For Class WS-IV Waters. Such measures must equal or exceed the requirements
specified in the most recent version of the North Carolina Sediment and Erosion Control Manual.
These measures must be maintained on all construction sites, borrow sites, and waste pile (spoil) sites,
including contractor owned and leased borrow pits, which are associated with this project.
3. 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 measures in wetlands or waters is unavoidable,
they shall be removed and the natural grade restored within six months of the date that the project is
completed or, if applicable, within six months of the date that the project is released by the North
Carolina Division of Land Resources.
4. 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.
5. The culverts required for this project shall be installed in such a manner that the original stream profile
is not altered (i.e. the depth of the channel must not be reduced by a widening of the streambed).
Existing stream dimensions (including the pattern and profile) are to be maintained above and below the
location of the culverts. The culverts shall be designed and installed to prevent head cutting of the
stream. If either culvert becomes perched, the appropriate stream grade shall be re-established or, if
either culvert is installed in a perched manner, the culvert shall be removed and re-installed correctly.
The Applicant must submit a plan and receive written approval from this Office to address any head
cutting that will occur as a result of this project (e.g., use of cross vanes downstream of the culvert).
6. Where riprap is required for energy dissipation and scour protection, it shall be limited to the minimum
dimensions specified by appropriate engineering calculations. Riprap may only be used below the
normal high water level. The original grade and elevation of the stream's cross-section must be
maintained. Riprap placed in the stream bottom must be inserted into the bottom matrix to a depth
sufficient to provide the thickness of riprap required for scour protection. The elevation of the stream
bottom must not be increased by the placement of riprap. Placement of riprap must not result in
destabilization of the streambed or banks upstream or downstream.
Mr. Tripp Bunker
Page 3
April 22, 2005
7. Energy dissipation and sheet flow must be provided for all discharges of water from stormwater
treatment ponds before such discharges reach stream channels or wetlands.
8. The proposed project must comply with the local water supply and stormwater management ordinances
of Guilford County approved by the N. C. Environmental Management Commission as required by the
water supply watershed protection provisions of 15A NCAC 02B .0216: Fresh Surface Water Quality
Standards for WS-IV [Paters.
9. All construction activities associated with this project shall minimize built-upon surface area, direct
stormwater runoff away from surface waters, and incorporate best management practices to minimize
water quality impacts. If concrete is used with any fill material, it shall not be allowed to come in
contact with surface waters until it has cured. If any stormwater must be collected for discharge into a
stream channel, it shall not enter the stream as a point source, but shall be slowed and discharged as
sheet flow prior to entering the riparian buffer on either side of the stream.
10. Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the §401 Certification has been
finished. This certificate should be sent to the 401/Wetlands Unit of the NC Division of Water Quality
at the address listed on the form. Along with the Certificate of Completion form, please send
photographs upstream and downstream of the culvert site to document correct installation
If you do not accept any of the conditions of this certification, 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 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.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If
you have any questions, please telephone Daryl Lamb in the DWQ Winston-Salem Regional Office at 336-771-
4600 or Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
Alan W. Klimek, P.E.
AWK/cdl
Attachments
cc: Andrea Wade, U. S. Army Corps of Engineers, Raleigh Regulatory Field Office
Winston-Salem DWQ Regional Office
Central Files
Wetlands/401 File Copy
Michael Brame, ECS Ltd., 6909 International Drive, Suite 103, Greensboro, NC 27409
Triage Check List
Date: 3/22/05 Project Name: LandCraft Mgmt - Chandler Oaks s/d
DWQ#: 05-0500
County: Guilford
Daryl Lamb, Winston-Salem Regional Office
To:
`, t
60-day processing time: 3/21/05 5/19/05
From: Cyndi Karoly Telephone : [phone]
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Neuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!
n c.
Charles J. Jones, PE &_ ITS
Daniel W. Pritchett, PE R ITS
Division of Water Quality
Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Dear Sir or Madam:
JAMESTOWN ENGINEERING GROUP, INC. PAYMENT
CIVIL • SANITARY • SURVEYING RECEIVED
117 East Main Street • P.O. Box 365 • Jamestoirn, N.C. 27252 I
Telephone [phone] Fax [phone]
Email: [e-mail]
' 0500
March 16, 2005
Re: Chandler Oaks Subdivision
Guilford County, NC
404/401 PCN
LandCraft Management,
JEG Job No. 2004-012 k?? ks: [20V2
DENR.
I?6S14 STTgZAdy?YAT RBRRANCH
With regard to the referenced site, and on behalf of LandCraft Management, LLC, we have enclosed seven copies of the
Pre-Construction Notification Application for Nationwide Permit 39 for your review and approval along with the $200
application fee. The site is to be developed for residential single family lots. We have attached copies of the USGS
Topography Map and Guilford County Soils Map for this area, an overall impact map, a vicinity map, half-scale
plan/profile drawings of the impact areas, and enlarged specific impact maps. Also included are the data sheets and
wetland delineation surveys from the delineation performed by ECS, Ltd. and confirmed by U.S. Army Corps of
Engineers in the field.
We have minimized impacts to the maximum extent practical while still allowing for property access and inter-
connectivity as desired by the City of Greensboro for public safety and service.
Any questions regarding the stream or wetland delineations should be directed to Denise Poulos at Engineering
Consulting Services, Ltd. Her contact information is:
6909 International Dr., Suite 103
Greensboro, NC 27409
[phone]
If there are any questions or additional information required, please call.
Enclosure
Cc: Mr. Tripp Bunker, LandCraft Management, LLC
Yours very truly,
JAMESTOWN ENGINEERING GROUP, INC.

Thomas R. (Rich) Glover, Jr., PE
James B. Stevens, ITS • Rich Glover, EIT • James D. Terrell, ITS
. ! .
JAMESTOWN ENGINEERING GROUP, INC.
CONSULTING ENGINEERS
117 E. MAIN STREET
P.O. BOX 365
C JAMESTOWN, N.C. 27282
inc. Telephone [phone]
AGENT AUTHORIZATION
JOB NUMBER: 2004-012
LOCATION: 1318 COVERED WAGON ROAD
CITY OF GREENSBORO, NORTH CAROLINA
GILMER TOWNSHIP, GUILFORD COUNTY
THIS FORM AUTHORIZES JAMESTOWN ENGINEERING GROUP. INC. TO ACT OUR AGENT IN STREAM/
WETLAND MATTERS INCLUDING U.S. ARMY CORPS OF ENGINEERS AND NORTH CAROLINA DIVISION
OF WATER QUALITY PERMIT APPLICATION.
PROPERTY ADDRESS: 1318 COVERED WAGON ROAD
CITY OF GREENSBORO, NORTH CAROLINA
GILMER TOWNSHIP, GUILFORD COUNTY
OWNER INFORMATION: LANDCRAFT MANAGEMENT, LLC
C/O TRIPP BUNKER
603-F EASTCHESTER DRIVE
HIGH POINT. NC 27262
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
E-MAIL ADDRESS: tbunkera ondcroftpropcrties.com
SIGNATURE: 2 \ 3-? ? DATE: ?? (7 ?j

j
?OF W A T?A? Q
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o -c
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
11 ttp:Hwww.saw. usace.army.miI/wetIands/Perm app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at littj2:1/xvww.saw.usace.anny.mi]/wetlands/re!tour.litm, or contact one of the field
offices listed on page 3 of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
htt?://h2o.enr.state.ncands/h2o.enr.state.ncands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the Internet should
contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application).
Page 1 of 1
Coastal Area Management Act (CAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for a complete PCN for each USACE
Nationwide permit, see Condition 13, 65 Fed. Reg. 12893 (March 9, 2000), available at
http://www.saw.usace.army.mil/wetlands/nwpfinalFedReg.pdf. Processing times vary by permit and
begin once the application has been determined to be complete. Please contact the appropriate
regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://l12o.ehnr.state.ne.us/ncwetlands/fees.htnil. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 2
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg
151 Patton Avenue Ashe Cherokee Iredell Mitchell
Room 208 Avery Clay Jackson Polk
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabarrus Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombe Lee Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
US Fisl
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
i and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
Pitt
Tyrrell
Washington
Wayne
Swain
Transylvania
Union
Watauga
Yancey
*Croatan National Forest Only
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 276994617
Telephone: [phone]
Fax: [phone]
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
Page 3 of 3
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES 1- 4.
Page 4 of 4
Office Use Only: Form Version February 2002
0 0
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
Z
I. Processing ° ` LEE p
D
1. Check all of the approval(s) requested for this project: MAn 2 2005
® Section 404 Permit DENR- WATER QUALITY
? Section 10 Permit IIS WDSANDSTORIfivATERBRAfXH
® 401 Water Quality Certification
® Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Chandler Oaks LLC (Managed by LandCraft Management, LLC)
Mailing Address: 603-F Eastchester Drive
High Point NC 27262
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: tbunker(@landcmflproperties.com
2. Agent 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: Thomas R. Glover
Company Affiliation: Jamestown Engineering Group Inc.
Mailing Address: P.O. Box 365,117 E. Main Street
Jamestown NC 27282
Telephone Number: [phone] Fax Number: [phone]
E-mail Address tbunker(a landcraftproperties com
Page 5 of 5
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Chandler Oaks Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):ACL-4-247-338E-2,3
4. Location
County: Guilford Nearest Town: Greensboro
Subdivision name (include phase/lot number): Chandler Oaks Subdivision
Directions to site (include road numbers, landmarks, etc.): From I-40/I-85 heading towards
Greensboro) take Mt Hope Church Rd. exit make left (heading, south on Mt. Hope Church
Rd make a right onto Millstream Rd. Make right onto Covered Wagon Rd., site is
approximately 1350 feet from the intersection of Millstream and Covered Wagon Roads.
Site coordinates, if available (UTM or Lat/Long): N 36° 03' 40" W 79° 39' 67" (Note - If
project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each
crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Partially wooded
7. Property size (acres): 67.06 Acres +/-
8. Nearest body of water (stream/river/sound/ocean/lake): Tributary to Little Alamance Creek
9. River Basin: Cape Fear River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littp://h2o.enr.state.nc.us/adtnin/mans/.)
Page 6 of 6
10. Describe the purpose of the proposed work: To provide access across the property for
roadways and utilities as well as to provide inter-connectivity for the surrounding areas.
11. List the type of equipment to be used to construct the project: Bulldozer, Trackhoe,
Pan Loader
12. Describe the land use in the vicinity of this project: Residential single family 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.
None Requested
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
None Anticipated -
VI. Proposed Impacts to Waters of the United States/Waters of the State
it is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Provide a brief written description of the proposed impacts: Two perpendicular roadway and
utility crossings and associated fill from grading activities installation of a sewer outfall, and
Page 7 of 7
placing fill for a lot across Jurisdictional Streams and Wetlands affecting a total of approximately
149 L.F. of Streams and 0.044 Ac. of Wetlands
1. Individually list wetland impacts below: N/A
Wetland Impact
Site Number

(indicate on map)
Type of Impact* Area of
Impact

(acres) Located within
100-year
Floodplain**
es/no)
Distance to Nearest
Stream (linear feet)
Type of Wetland***
Excavation/Fill 0.018 ac no 0 L.F. Forested Wetland
W-2 Excavation/Fill 0.022 ac no 0 L.F. Forested Wetland
W-3 Excavation/Fill 0.0039 ac no 95 +/- L.F. Forested Wetland

* List each impact separately and identify temporary impacts. Impacts include, but arc not tinted to: mechanized clearing, grading, tut,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Fcderal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://w-\vw.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of all existing wetlands on the property: 0.96 ac. +/-
Total area of wetland impact proposed: 0.044 ac. +/-
2. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
indicate on ma linear feet Before Impact (please secif

S-1 Culverts, Riprap,
72 U.T. to Little Alamance ,
3
Perennial
and Excavation Creek

S-2 Culverts, Riprap,
?? U.T. to Little Alamance 5' Perennial
and Excavation Creek

* List each impact separately and identify temporary impacts. impacts include, but arc not limited to: cuivens and associated np-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.cov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.coni,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 149 L.F.
Page 8 of 8
3. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: N/A
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation (N/A)
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.): excavation & dam/embankment
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): local stormwater requirements, no impacts on wetland
areas/streams.
Size of watershed draining to pond: pond 1: 15.7 ac., pond 2: 17.0 ac, pond 3: 8.8 ac., pond
4: 2.4 ac. Expected pond surface area: pond 1: 10,000 s.f., pond
2: 15,600 sf, pond 3: 7,800 s.f., pond 4: 4,000 s.f.
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 crossing of two separate
streams is necessary to provide access throughout the site and to provide the desired interconnectivity for an existing
development The impacts at these crossings have been reduced to one-half of the normal impact of a stream
crossing through the use of extremely tall headwalls on each end of both culverts. The remaining streams and
wetlands will be encompassed with silt fence and diversion berms to restrict sediment from reaching them during
construction.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 9
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP 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://li2o.enr.state.ne.us/ncwetlands/stmi.idc.htnil.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at httti://t,20.e,v.state.iic.us/M/index.litni. If
use of the NCWRP is proposed, please check the appropriate box on page three 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
Page 10 of 10
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
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 ?
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 (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify______-------)?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers.. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 N/A 3 N/A
2 N/A 1.5 N/A
Total N/A N/A
• Zone 1 extends out 3U feet perpendicular from near UanK or cnannei; cone .4 eaicnus U11
additional 20 feet from the edge of Zone 1.
Page 11 of 11
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
N/A
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Proposed Impervious Area = 15.5 Ac. (23.6%) Total Area = 67.06 Ac. Stormwater from the
built-upon area will pass through stormwater detention ponds and will then be discharged to
energy dissipaters in upland locations to prevent erosion and scour of the wetland and stream
areas.
XII. Sewage Disposal (DWQ Only)
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.
Wastewater will be treated by the City of Greensboro Municipal Treatment Facilities.
XIII. Violations (DWQ Only)
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. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
f3L,. - _ 3•t7•as
'Wpplicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Approximate 66.5 Acre Tract Project No: Date: April 2004
Applicant/Owner: LandCraft Properties, Inc. G-9225 County: Guilford
Investigators: ECS Ltd. State: NC
Plot ID: DP-1
Do Normal Circumstances exist on the site? NYes U No Community ID:
Is the site significantly disturbed (Atypical Situation:)? ?Yes 0 No Transect ID:
Is the area a potential Problem Area? ?Yes ® No Field Location: See Figure 3
(If needed, explain on the reverse side)
[rTr1VTATir%W
Dominant Plant Species (Latin/Common) Stratum Indicator Plant Species (Latin/Common) Stratum Indicator
Bambusa Vulgaris
Common Bamboo Shrub FACU
Ligustrum Sinense
Chinese Privette Shrub FAC

Percent of Dominant Species that arc OBL, FACW or FAC:
(excluding FAC-) 50% FAC Neutral:
Numeric Index:
Remarks:
50% of the vef
HYDROLOGY
is
Recorded Data (Describe in Remarks):
? Stream, Lake or Tide Gauge
? Aerial Photographs
? Other
® No Recorded Data
Field Observations
Depth of Surface Water: 1"
Depth to Free Water in Pit: Surface
Deli
Remarks:
Wetland 1
Wetform)
to Saturated Soil: Surface
indicators are
Wetland Hydrology Indicators
Primary Indicators
® Inundated
® Saturated in Upper 12 Inches
? Water Marks
? Drift Lines
? Sediment Deposits
? Drainage Patterns in Wetlands
Secondary Indicators
? Oxidized Root Channels in Upper 12 Inches
? Water-Stained Leaves
? Local Soil Survey Data
? FAC-Neutral Test
? Other (Explain in Remarks)
Page 1 of
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Approximate 66.5 Acre Tract Project No: Date: April 2004
Applicant/Owner: LandCraft Properties, Inc. G-9225 County: Guilford
Investigators: ECS Ltd. State: NC
Plot ID: DP-1
Map Unit Name (Series and Phase): Wilkes sandy loam
Map Symbol: WkE
Drainage Class: Well drained
Mapped Hydrie Inclusion? ?Yes ® No
Field Observations Confirm Mapped Type: ?Yes ® No
Taxonomy (Subgroup): Typic Hapludalfs
Profile Description
Depth Matrix Color Mottle Color Mottle
inches) Horizon (Munsell Moist) (Munscll Moist Abundance/Contrast Texture, Concretions, Structure, etc.
0-12 2.5Y 4/1 Loam

F
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:
Hydric soil indicators are present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No Is the Sampling Point within the Wetland? Ycs
N [-1
Wetland Hydrology Present? ®Ycs ? No No
Hydric Soils Present? ®Ycs ? No
Remarks:
The three wetland criteria are present. The sampling point is located in a wetland.
Page 2 of
Wetform)
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Approximate 66.5 Acre Tract Project No: Date: April 2004
Applicant/Owner: LandCraft Properties, Inc. G-9225 County: Guilford
Investigators: ECS Ltd. State: NC
Plot ID: DP-2
Do Normal Circumstances exist on the site? XYes U No Community ID:
Is the site significantly disturbed (Atypical Situation:)? ?Yes ® No Transect ID:
Is the area a potential Problem Area? ?Yes ® No Field Location: See Figure 3
(If needed, explain on the reverse side)
?nV I! U. T A Tlrf%W
Dominant Plant Species (Latin/Common) Stratum Indicator Plant Species (Latin/Common) Stratum Indicator
Quercus Alba
White Oak Tree FACU
Pinus Tacda
Loblolly Pine Tree FAC
Acer Rubrum
Red Maple Tree FAC
Liquidambar Styraciflua
Sweetgum Tree FAC+

Percent of Dominant Species that are OBL, FACW or FAC:
(excluding FAC-) 75% FAC Neutral:
Numeric Index:
Remarks:
The dominant vegetation is
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
? Water Marks
? No Recorded Data ? Drift Lines
? Sediment Deposits
Field Observations ? Drainage Patterns in Wetlands
Secondary Indicators
Depth of Surface Water: NA ? Oxidized Root Channels in Upper 12 Inches
? Water-Stained Leaves
Depth to Free Water in Pit: >12" ? Local Soil Survey Data
? FAC-Neutral Test
Depth to Saturated Soil: >12" ? Other (Explain in Remarks)
Remarks:
Wetland t
indicators were not observed.
Wetform) Page 1 of
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Approximate 66.5 Acre Tract Project No: Date: April 2004
Applicant/Owner: LandCraft Properties, Inc. G-9225 County: Guilford
Investigators: ECS Ltd. State: NC
Plot ID: DP-2
Map Unit Name (Series and Phase): Wilkes sandy loam
Map Symbol: WkE
Drainage Class: Well drained
Mapped Hydric Inclusion? ?Ycs ® No
Field Observations Confirm Mapped Type: ®Ycs ? No
Taxonomy (Subgroup): Typic Hapludalfs
Profile Description
Depth Matrix Color Mottle Color Mottle
(inches) Horizon (Munsell Moist unsell Moist) Abundance/Contrast Texture, Concretions, Structure, ctc.
0-12 2.5Y 3/4 Loam

Hydric Soil Indicators:
? Histosol ? Concretions
? Histic Epipedon ? High Organic Content in Surface Layer in Sandy Soils
? Sulfidic Odor ? Organic Strealdng 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:
Hydric soil indicators were not observed.
WETLAND DETERMINATION
Sampling Point within the Wetland? Ycs
he
Hydrophytic Vegetation Present? Ycs No TNo
Wetland Hydrology Present? ?Ycs ® No Hydric Soils Present? ?Ycs ® No _
Remarks:
Wetland hydrology indicators and hydric soil indicators are not present. The sampling point is not located within a wetland.
Page
Wetform) 2 of
IMPACT S-1
FOR
CHANDLER OAKS
DEVELOPED BY
LANDCRAFT MANAGEMENT, L.L.C.
COVERED IAGON ROAD
CITY OF GREENSBORO
GUILFORD COUNTY, NORTH CAROLINA
FEBRUARY, 2005
JOB No. 2004012
_ --
DEVELOPEN R ANERi
LANDCRAF MANAGEMENT, LLC q0' 30' 20' 10' 0 40' 80'
603-F EASTCHESTER DRIVE
HIGH POINT, NC 27262
[phone]
SCALE: 1"=40'
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IMPACTS S-2 & Dr-1
FOR
CHANDLER OAKS
DEVELOPED BY
LANDCRAFT MANAGEMENT, L.L.C.
COVERED WAGON ROAD
CITY OF GREENSBORO
GUILFORD COUNTY, NORTH CAROLINA
FEBRUARY, 2005
JOB No. 2004012
N o
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DEVELOPER /OWNER:
LANDCRAFT MANAGEMENT, LLC 40' 30' 20' 10' 0 40' aoN?Nrt ?+ ZOO
603-F EASTCHESTER DRIVE
HIGH POINT, NC 27262 ENR_wATERQUALITY
[phone] SCALE: 1 =40' ",?ltAIIDsMOslORINATERWA rvii
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LANDCRAFT MANAGEMENT, LLC
603-F EASTCHESTER DRIVE
HIGH POINT, NC 27262
[phone]
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IMPACT W-2
FOR
CHANDLER OAKS
DEVELOPED BY
LANDCRAFT MANAGEMENT, L.L.C.
COVERED WAGON ROAD
CITY OF GREENSBORO
GUILFORD COUNTY, NORTH CAROLINA
FEBRUARY, 2005
JOB No. 2004012
40' 30' 20' 10' 0 40' 80'
SCALE: 1"=40'

IMPACT W- 3
FOR
CHANDLER OAKS
DEVELOPED BY
LANDCRAFT MANAGEMENT, L.L.C.
COVERED WAGON ROAD
CITY OF GREENSBORO
GUILFORD COUNTY, NORTH CAROLINA
FEBRUARY, 2005
JOB No. 2004012
N
DEVELOPER /OWNER:
LANDCRAFT MANAGEMENT, LLC 40' 30' 20' 10' 0 40' 80'
603-F EASTCHESTER DRIVE
HIGH POINT, NC 27262
[phone] SCALE: 1"=40'
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Line
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
Wetland Delineation Survey For
LandCraft Properties, LLC
FOR
CHANDLER OAKS
COVERED WAGON ROAD
CITY OF GREENSBORO
GUILFORD COUNTY, NORTH CAROLINA
300' 0 300' 600'
,,?,DS I i i I I ? / , ?? 1 t 1?, (?• ? f7 I I ; I1I ; \ ?/ ? r 1 ? ? / ;'?' ? I'?-- \ ?I =. , „„?t, °9 ?' ? SCALE: in = 300' MARCH 2005
1(1111111. Sheet 1 of 8
Bearing Distance V (f.???4????1;?/1 ?`???'??r? •?/?1,??? ??•'/?? //i///i / ?? - OVERALL SITE
!ET /?? (/ / , r r . ]?
\\ \? Ill II 1{11ltitl\?\ //?/--ij' I I /l/r ;( Irfl , Y////I /
\\\ '\\ {.l ?i I / /?? rl /1' 11 SEE SHEET 8 OF 8 FOR COMPLETE
N 11 ° 48' 07" E 66.79' \ \ 111 ?1111? /f ??///f ( t?////r \ \ ^ // , I,• \ -?, \ \`\ ,( / I LINE TABLE, NOTES, LEGEND AND
N 11' 53' 27" E 89.14' ) \ 1p t L///!11?i\\ \ ijr?? rJ1'''J I -r,, ?,a < I/
It I , 1/ 'r?} °H'zosooo- 4 / OTHER SITE INFORMATION AND DATA
N 11. 26' 44" E 26.40'
N 13' 24' 32" E 40.53'
N 13. 38' 52" E 96.94' / //////.-?/ 11 I/ tit !?/i
N 13' 40' 23" E 95.93' / ?/ / •S\ ??9 / // //
N 14' 08' 49" E 53.65' r "This certifies that this plot accurately depicts the boundary of
7 I \ 11 ,I / / / /
N 13' 54' 05" E 89.08' rIr \II ((%// ' " / / \ yt ( the jurisdiction of Section 404 of the Clean Water Act as
N 13' 17' 57" E 100.12' / \ \\ ??? _ _ 1' r1• f \ 1' III r?l !?/\ \ r I I determined by the undersigned on this date. Unless there is a
///?\\ , r11 III llt' 1 ?\ y??11111i?! ' \ ?)1?1//// ?'J \ //p1?' change in the law or our published regulations, this determination
N 914' 20" W 61.02' Q /? ) \ \
of Section 404 jurisdiction may be relied upon for a period not to
S 88' 37' 45" E 90.48'
' 33' 01" W 76.13' 1 It ?`?2v°' exceed utilizing the years from this date. This determination was made
S 41 Vv \1 / ?I' ,
N 66' 43' 22" E 100.00' I/?/? \,?\?1??\\\\ I,ll\\\\?`?;? /? tr,? l; r( III( \\\ ?,/f//1\\`'- e 987 Corps of Engineers Wetlands Delineation Manual."
S 88' 35' OS" E 99.93' J// \ ?\ l\ \ \\\\?, 1\\ \\\? . /? wl { 11 1' I I 1 \ \ ~ / //
S 88' 38' 23" E 38.52' ?/? \ \ \ \,\,11/r,\ 11J \\\\\\?\ /// ":,?\\\x'11 I \ \? i /// ??1\ (Name)
S 88' 36' 08" E 61.47' 3 1 \ } 1 /?\\1'1' ,
S 88. 45' 55" E 49.88' 1 / 1/I/I%I? f1?ll!}?ii' (Title) -
S 88. 28' 34" E 50.08'
11 II // / / 1111' ? \` ?,\ ` :?/ 1/11 1 \\ 1.11 ? I \ \ //i /
S 89' 09' 01" E 30.08' N 1. 17' 20" W 60.07' / /III (? % 111 i 11'1 ! r 11 \i 11 I I 1 J I/ (Date)
N 88 12' 50" W 30.51' I `L__'? \1\?1(/l(I \?` /Il /I (1111 (?/ //
S 87' 38' 07" E 76.16' \? - \'\ 11?)\l\ - '., // ICI I ( 1, JAMES B. STEPHENS. certify that this is not a boundary
survey, boundary information shown hereon taken from a
\ l v , ^ \? I I ?L/ \\\ 1, i / 1 ! I I , / map prepared by me entitled SURVEY FOR LANDCRAFT
1 ln?\\\ 1111 II \\-
\ PROPERTIES, INC. dated June 28, 2004; that flogging
' I l I { I ?' \\ \ / delineating wetlands as marked by E. C. S. LTD. was field
` \ \ 11 III ` ` \?,`\!11??''1{ 1}I } ` I I, \? - (,, 111 S L ` // located and plotted hereon.
\ \\1 ! 1 I / JII1'11111? 1// \ I f1I1?° I \= b ° \ 1\\\111\\\\ \\ (- witness my hand and seal this S day of W'•s., 2005.
\ 1 Z,l } /////)/11;t?/? /1111? ? 1 ?•\\x\11 \\\\?-. ? _J ??,,?????r,,
?\ \I1{\`(1I I((I'//?????^\\?\?'. 111111 l,,`? 111\?-'? .,.\A CgRo?
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1\? \ \? \1 I I J //; SEAL
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?\ \ 1}? _ / - I? 11111/! %/ !I ry'I I 11 ?V\it? 1 i "S? •?b Registration Number
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VICINI'T'Y MAP \' 1 J ! 11 ` ?/({ 11(hll 1 ,
1" = 2000' ^? I x 111111 ,I ?\?V?1t\
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JAMESTOWN ENGINEERING GROUP, INC.
CONSULTING ENGINEERS "
117 EAST MAIN STREET o
P.O. BOX 365 "
JAMESTOWN, N.C. 27282 0
01
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Inc Telephone [phone]
Job No. 2004-012 "
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\ \ \ \ \ q6d? ?z8?\ \5 10u X91-4C-2 \ I I I t I if \ \ \ \ ?S ` D I \ , I I f I I ) Wetland Delineation Survey For
\ \ \ \. \ \ ??aN I I I ! ,/ LandCraft Properties, LLC
\ \ \ \ \ \ \ SAn19 \ I ! I I f J /' FOR
CHANDLER OAKS
\ \ \\ \ \ \ \ d o sAAaal +? I I ! I \ \ / COVERED WAGON ROAD
\ ?I `, `1 ' 1?d?\ \ ?\ 1 I I I ! + Y i ! CITY OF GREENSBORO
GUILFORD COUNTY, NORTH CAROLINA
I 1 I ag SaAt ?N I t \ \ \ / /
60' 30' 0 60' 1120' 180'
I 1 a ? ,i LtJs 1 Il \ \ \ ??
! I I ! I i 11 SgAt7 II ?? ` 1 \ \\ _ ?' SCALE: 1" = 60'
I I I ` 9 tbl I ?; 111 MARCH 2005
! I I 11 ? ? a6 s riFa I 111\ \\ \\ \\-_--- '.^ '//i.lV
Sheet 2 of 8
! I I I LJ+? ! Mfr N ! I 4SAA14
I 1 / o'b? L311 "This certifies that this plat accurate) depicts the boundary of
SAA13 Y the jurisdiction of Section 404 of the Clean Water Act as
! I I ! I ,? fq ` t S'Al ??Z \ \ determined by the undersigned on this date. Unless there is a
f?g4p6 I 1 ?P\ ?? ?i \ change in the law or our published regulations, this determination
I I I ) ! d : S AA1\ of Section 404 jurisdiction may be relied upon for a period not to
exceed five years from this date. This determination was made
t I l f II I W A44 ' ? ?? \ \ \ 1S \ \ ` utilizing the 1987 Corps of Engineers Wetlands Delineation Manual."
C I I I I .'.' % o1\ ?VAA2? \ \\ 40 \
I ! I I I WA43 P \ - - - - (Name)
I I f I I I 1, ? ? °`? D` 30?\ '-C? e \ \ \ _ ? ? ? (Title)
! I l u `'? ?' \\ \°r\\ s L3>>?, \ \ \\ (Date)
I ! I II ?I 1 m \AqJc" \ \B? Uo? \? ?P v ti \ \ \ \
1 ? \ l? ? ? -Y Q. 11 ? ?
I I ) I l I?q ^r \ ( a ?pH a: ?3D9 - \ \ \ \ I, JAMES B. STEPHENS, certify that this is not a boundary
I I 401 ??M `? yyai qN ` 9 \ \ \ \ survey, boundary information shown hereon taken from a
! I ?\tT I 1 mop prepared by me entitled SURVEY FOR LANDCRAFT
I v 7ti ?' ' t, \ \? PROPERTIES, INC. dated June 28, 2004; that flagging
delineating wetlands as marked by E. C. S. LTD. was field
,, , ? S ? '^ ?. ? • ` 1 located and plotted hereon.
I ! ! 1, , '1?' ':
I I I! ^ WA3a X32. •.•.•.•.•.• • • • • \ \? 1 l Witness my hand and seal this day of 2005.
J 1 \
%
1 1 1 ID £ 9r?J r'' , - \` it ,.%`
ql? CAR0
191-
I ` 13 lr.1. i I •'?? 4' 9' Professions L d Surveyor
c{? ?I co i:....'.......:./h*? SEAL C.
`,?? ( /3 :::: .h// L-3348
I ! ! I r ?5 .. ?? I , v•?t? L-3348
l I pl '~`' , f?j5 L3343 . Slfi(`4" Registration Number 3
\ 7} see 1r
•. \ti?`? rla- JAMESTOWN ENGINEERING GROUP, INC. o
CONSULTING ENGINEERS N
117 EAST MAIN STREET o
- - - - _ \ d P.O. BOX 365
JAMESTOWN, N.C. 27282 0
inc Telephone [phone]
Job No. 2004-012 "
duo
V?Q
00
vlp?rtl??
VICINITY MAP
1" = 2000'
0
13?
??
/'btyb Wetland Delineation Survey For
LandCraft Properties, LLC
FOR
CHANDLER OAKS
COVERED WAGON ROAD
CITY OF GREENSBORO
-7t
GUILFORD COUNTY, NORTH CAROLINA
?d?
60' 30' 0 60' 120' 180'
Ln 00 4-Z SCALE: 1" = 60'
MARCH 2005
I'` V- Sheet 3 of 8
PA?
"This certifies that this plat accurately depicts the boundary of
the jurisdiction of Section 404 of the Clean Water Act as
determined by the undersigned on this date. Unless there is a
change in the law or our published regulations, this determination
of Section 404 jurisdiction may be relied upon for a period not to
exceed five years from this date. This determination was made
utilizing the 1987 Corps of Engineers Wetlands Delineation Manual."
\ ?' I 1 / /? 9' /J / / t (Name)
co v /39
I -- \
U / I (Title)
U , 3`1? 3 L2S93 L25a 251 }I 9iJ / ry
?O M63u?!.L4'. (Date)
?q ` A I w £ ?i p h 11?
I, JAMES B. STEPHENS, certify that this is not a boundary
?? ` rr ro W / yo / \ 1 /1 survey, boundary information shown hereon taken from a
map prepared by me entitled SURVEY FOR LANDCRAFT
\ \ \2l 1 / t? PROPERTIES, INC. dated June 28, 2004; that flogging
\ \ \ delineating wetlands as marked by E. C. S. LTD. was field
S 4 •. \ \ \ \ ,1? / Aq located and plotted hereon.
\ n \ \ \ \ \ \\ \ \ / / ! / Witness my hand and seal this day of llf ?/, , 2005.
? \ ?1 \ \ \\ \ \\ / ! / ? ,,,,111111,,,/,
B3-
\ EtrSS%(? Professior
*L.
_n S>3z-a\ \\\ r \ \ \ \? ?r / / / \ `e SEAL
n \ l \ \ \ \\? ,? /? of / L-3348
8f AA-22 \ \il ?C-?\; \ \ \ \\ \ ?? _ _ .41 v? ° / \ 9 L-3348
\\ \ \ \ ? g 1 I \\ \\D \ - ?zY ye ?? I /66° \ y:.?D ?'C?Registration Number
al" ??S `''6 \\ C?` \ R?0 J
S
\\ ' I i I ?J I ! /' \ \O ??IIII II
I I`1j11` O
\ Vad? tzB?\ ?s °? ?9t C-2 \ d 1 I I i / I / / \ i
\ ?s t? Ds I \ 1 i r l l ) / / / \?
\ \ 9° 0 sA?19 JAMESTOWN ENGINEERING GROUP, INC.
N
\\ 9?s `?9 ??o\ I i ! i / ! CONSULTING ENGINEERS '
\\ \ \ \ 1 1 i i j i I f i \\ / // 11 117 EAST MAIN STREET p
1?d` ???J \ sA \tal\ Q I Er P.O. BOX 365
Inc JAMESTOWN, N.C. 27282 0
1 I I ag \ saAt 11 a 1 \ \ \ / / 1 JI I Telephone [phone]
I I / \ ?\ 1 111+• 1` \ \ \ ` - _ _ _ _ _ ! /! i {' Job No. 2004-012 "
-NOX ROAD " y
pdC? D
ctYR.YiPSER a ??C??1Ckt
\1ti
VICINI'T'Y MAP
1" = 2000'
?•u4
1 r ( ± I ^ / / /' / (1 ( ! 5; • •;? ?m? ?? , / / Wetland Delineation Survey For
;' ( I I / / / 1?'r ."'s LandCraft Properties, LLC
1 ';1
FOR
(I? CHANDLER OAKS
slr%4 ?? COVERED WAGON ROAD
U / 4 CITY OF GREENSBORO
\ \\ \` 1 \\\\? \\ ?\ _ _ _/ /??1 j zry4? GUILFORD COUNTY, NORTH CAROLINA
<0 (o
\ \ \ ` \ \ \ \ \ \ \ ` I ° i' j / / / 60' 30' 0 60' 120' 18a'
?, \\\ \`?\ ? }III I??2 C/27 1 r ? / / ..
\ \ \ \ \ \ .t I I , I ??? / 1 r 1 r / , SCALE: 1 = 60,
'-,690- \ \ \ \I I 1 . I I 118h ,20 P j r ( 1 1 / / / / MARCH 2005
\ \ ? t 1 II I I I I I J J to ?** l i I 1 1 1 1 f
i t
I ! 1 1 1 1 1' 1 1 1 c1; .; yid-5 (/ 00
I I I I Sheet 4 of
I II I I i I I I glhrj ?? 41 11 I ?/ II 1} \ \ ,? 1
,? \ 1 1 1 It I I I I 1 1 I I I 1 R-6-4
; I 1 I, 1 1 }\\ \ 1
I I 1 1 ?+ I ? \\ 1\
I I I I I I I I I I ' 1 1 I 11 '1 1 / \ \ \ This certifies that this plat accurately depicts the boundary of
?s92_-/? 11 I (I 11 I i I I I, I i i I i -? i C f j 1 1 \ the jurisdiction of Section 404 of the Clean Water Act as
I i / \ determined b the undersigned on this date. Unless there is a
/ / f I ) ` I ! I I I ? ?WC 4 change in the law or our published regulations, this determination
690- i 1 I I (( 1 I I I I r1 ` / \ \ of Section 404 jurisdiction may be relied upon for a period not to
// 1 1 1 1 1 I! l it-hraS
I I °? •±?' ? ? \ 1^ (, I ? ? exceed five years from this date. This determination was made
// // J !' 1 , 1 I III 'III (V13 1? utilizing the 1987 Corps of Engineers Wetlands Delineation Manual."
ass - / / I ( ' 1 I (I I ! , I I ° ti \ /11 '? I ! 1 (Name)
-----bah' (Title)
/ / / / I j f f 1 `J (Date)
? t I II1'II(I ?/ \1 60
-? .-I f6aA "l/ // /l / /1 1 1 1 1 1 )I (I C L165'i8i vs
/6? / / / / 1 1 ( 1 ( 1 ,•,,o l I II I)\vl ?1 1, JAMES B. STEPHENS, certify that this is not a boundary
`C5 1 I) I 1 ` _? 1 / survey, boundary information shown hereon token from a
- - - / mop prepared by me entitled SURVEY FOR LANDCRAFT
PROPERTIES, INC. dated June 28, 2004; that flagging
fl 1 }\ / delineating wetlands as marked by E. C. S. LTD. was field
6l10 / / / / / 1 J 1 (?q f ('SI I I I I ' I / located and plotted hereon. ice 6g? nC I ( I I ` \ ( 1 '/ / Witness my hand and sAsdo y of?•, 2005.
10
CAR '
0?9sions Land Surveyor
?A26 I ! I I l? 1 . Q $EAL
?e1vbVPry a I I I I i1 I II 1 1 I ?` L-3348
i 6? / / / / / i?tb ?P? ` r I 1 t •:?f ?? , L-3348
/ / /! ?1?? ,\ ` , \ 1 I I 4 1 \ I : '•.,? ??; Registration Number 3
pr?z ?2 J azv? t2 ° ?AZ? a \ 1 . I I ! I ; ` 1 \ I .,?5 9 .....•S-Q,? o
/ / / / / / / 6bt!/bry, / / r 9^? \ t \ ` I i l \ \ { I hhn, rd"??? a
\ i v>
JAMESTOWN ENGINEERING GROUP, INC. o
CONSULTING ENGINEERS N
66° 117 EAST MAIN STREET o
/ l l l P.O. BOX 365 "
JAMESTOWN, N.C. 27282 0
Er Inc Telephone [phone] N
IJPA?7
Job No. 2004-012
.-1(NOl( ROAD
VICINITY MAP
1" = 2000'
Wetland Delineation Survey For
690- - - - - - LandCraft Properties, LLC
- - _ _
--- FOR
CHANDLER OAKS
COVERED WAGON ROAD
CITY OF GREENSBORO
GUILFORD COUNTY, NORTH CAROLINA
684-"
60• 30' 0 60' 120' 180'
l l? /l l f? ^</' ??- SCALE: 1" = 60'
_J / // /?bso\\\ \se?\?/// Q-1_-'?l/ gs¢? 9 MARCH 2005
Sheet 5 of 8
asl
678 - "This certifies that this plat accurately depicts the boundary of
' 6" J the jurisdiction of Section 404 of the Clean Water Act as
determined by the undersigned on this date. Unless there is a
change in the law or our published regulations, this determination
of Section 404 jurisdiction may be relied upon for a period not to
-676 - exceed five years from this date. This determination was made
Q ?00 / / m N N?' b • 4? / / / / / i utilizing the 1987 Corps of Engineers Wetlands Delineation Manual,"
CXJ
(ER4?? / /?///? t' /J/ • 19J°??'?/ ?o / / i' (Name)
/ (rile)
, 0V Ivz"
(Date)
BA-16-41 / 61ti/
( / I, JAMES B. STEPHENS, certify that this is not a boundary
SB(r 15 survey, boundary information shown hereon taken from a
map prepared by me entitled SURVEY FOR LANDCRAFT
PROPERTIES, INC. dated June 28, 2004; that flogging
14-3 delineating wetlands as marked by E. C. S. LTD, was field
I ' 3-1 1 located and plotted hereon.
t 12?j t / ( I s/ / 3' I \ \ \ \ \ Wlness my hand and seal this day of/7?p/', 2D05.
I ' t \
` ' ll r\ ?b 3 ??) I r,I))
\N CARu?4i
0, ?,-,-3 D OD HO ** O?
?? _ LV59? \ - J 7 i ~699\ ?68t` 6es\ \ ,? .?pE Df'? •9 Professional La Surveyor
°p T WE?3 ?8 \ \ \ \1 :Q SE A f'.
3 ( 211, ' 6{ \ L
o I / 4 I `
L-3348
CROSS S m q t I\ I I \?
L L I fy? L-3348
RD i I ,cC ' y ?JE 2 Cn j , I , i \ \ \ \ \ -; '? ;'D . P7 • Registration Number 3
(o 71 0
p < (fir D-41,,jf
C3 Cn
(o it 0-
;wD- i o q " ?? JAMESTOWN ENGINEERING GROUP INC. o
3? ``? CONSULTING ENGINEERS '
Il -Sc^ tr 22l', `aJD 5 o
1 f P 3 ' / i
, id 4' 117 EAST MAIN STREET o
P.O. BOX 365
JAMESTOWN, N.C. 27282 0
Inc Telephone [phone] N
r
Job No. 2004-012
-KNOX ROAD

Wetland Delineation Survey For
LandCraft Properties, LLC
FOR
CHANDLER OAKS
COVERED WAGON ROAD
CITY OF GREENSBORO
GUILFORD COUNTY, NORTH CAROLINA
\ \ \ \ / / / J' - / \ 60' 30• 0 60• 120' 160'
\ \\ \\\ -- // ?/ ,,' -__--/ \ SCALE: 1° - 60'
\ \ \ \ \ / / !/ / MARCH 2005
Sheet 6 of 8
/
\ \ _
VO \ - - - - - - - - - - - - -- -" "this certifies that this plat accurately depicts the boundary of
\ \ i f I the jurisdiction of Section 404 of the Clean Water Act as
determined by the undersigned on this date. Unless there is a
\ - - - - - -- __ - / / // / change in the law or our published regulations, this determination
(?n QQh \ i / / / / ! I Q of Section 404 jurisdiction may be relied upon for a period not to
?jw 1? •y\ Sao, - - - - - - - - _ _ , / / i ( / ; exceed five years from this date. This determination was made
+\A\\?? 56 4_6 5-' \ \ ? ?' i' ' 1 ! I utilizing the 1987 Corps of Engineers Wetlands Delineation Manual."
t (Name)
(Title)
° ?35 14 T _ E --C2
? a a F?0\ c'IN/1 s8r 35'14•E-
136.69' 0 (Date)
g ` I, JAMES B. STEPHENS. certify that this is not a boundary
92 ~ I survey, boundary information shown hereon taken from a
map prepared by me entitled SURVEY FOR LANOCRAFT
1 - - - - \ , I I I I PROPERTIES, INC. dated June 28, 2004; that flogging
ya, 3 delineating wetlands as marked by E. C. S. LTD. was field
4 located and plotted hereon.
- - - ¢< 1? 1 I (aa P2? Witness my hand and seal this day of 2005.
3 / cl?
-KNOX ROAD ' 1( ? t7 t? ? I 1 1 1 ' ' I
CA%
g w ?rq¢ 1 ?Ldd \ ••04 ?ti•• Y Professional an Surveyor
9{••9
] o P T S PBIs, •e? SEAL
10.
0 1 Is. 1* -0 P L-3348
CROSSVn s \ sg / 9 <. ?? 11 -
,v•?9 •?, L 3348
;
R0 ?m?O ,;,'?j_•• ??. Registration Number
,
3
! i 09 .?''TS ••••.....•`e? % O
Db.
5
m \ ?6 36" ??( '4- \' '41$ t \ \ m \ 80' 4$ W
CAP
W JAMESTOWN ENGINEERING GROUP, INC.
+ N
CONSULTING ENGINEERS
117 EAST MAIN STREET o
P.O. BOX 365
JAMESTOWN, N.C. 27282 0
?' / / / / / / •' E Inc Telephone [phone] N
Job No. 2004-012 "
V A?VA1 A A V ?\?V A \
?\ \ \ \ \ \
\ \ `\ \ _•?t\.•1•.:.? ? IIII I
,
\ \ \ , X.
?- (I (I I
I I' Aly?ll,l}
t C.
D ?v
12005
Mai 2
I` a!,?batd?
DFuR Pilo
VICINITY MAP
1" = 2000'
} X676
~\\?6)¢-
\ X672_^
\ -670-'
x1161.•
666 / / / / `56 ? / \ a /
?o'((
(0 C5
l41io/?
0/ T? ( I I I I J / /
?,_ \ /J 1 1 I I I
-- ? ? i t I I I I I I
z
I l l? l l
\? I
? 1 ?? r I I
I I ? ?\I I
?i?l I \11,,?
I I
l l i I I I
? I ° I I I I
I' I i I I I}
I I I i l ?`(?, 1
I I I I I? l } i
Wetland Delineation Survey For
LandCraft Properties, LLC
FOR
CHANDLER OAKS
COVERED WAGON ROAD
CITY OF GREENSBORO
GUILFORD COUNTY, NORTH CAROLINA
60' 30' 0 60' 120' 180'
SCALE: 1 60'
MARCH 2005
N Sheet 7 of 8
"This certifies that this plat accurately depicts the boundary of
the jurisdiction of Section 404 of the Clean Water Act as
determined by the undersigned on this date. Unless there is a
change in the law or our published regulations, this determination
of Section 404 jurisdiction may be relied upon for a period not to
exceed five years from this date. This determination was made
utilizing the 1987 Corps of Engineers Wetlands Delineation Manual."
(Name) _
(Title)
(Date)
1, JAMES B. STEPHENS. certify that this is not a boundary
survey, boundary information shown hereon taken from a
map prepared by me entitled SURVEY FOR LANDCRAFT
PROPERTIES, INC. dated June 28, 2004; that flogging
delineating wetlands as marked by E. C. S. LTD. was field
located and plotted hereon.
? /10
Witness my hand and seal this r day of A.+., 2005.
?,,??rrrrr

,
?FE53j0?, ?
??
P
f
i
l
S
"
9
•Q?
ro
'..
ess
ona
on
urveyor
SEAL
L-3348
L-3348
. 9
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o

JAMESTOWN ENGINEERING GROUP, INC. o
CONSULTING ENGINEERS N
117 EAST MAIN STREET I
P.O. BOX 365
JAMESTOWN, N.C. 27282 0
/4E inc Telephone [phone] N
/
Job No. 2004-012 "
UKNOx ROAD
Line Bearing Distance Line Bearing Distance Line Bearing Distance Line Bearing Distance Lin e Bearing Distance Wetland Delineation Survey For
'
' 1
69' L87 S Y 53' 38' E 12.08' L173 N 19' 40' 40' E
'
'
' 12.68'
' L259 S 42' 08' 23' E
'
'
' 30.89'
' L345 N 80' 13' 09' E 42.40' bmdCraft Pro
erties
LLC
L1 21
36:
W
S 86
' .
3
' L88 S 20' 35' 19' W 17.54' L174 S 14
42
59
E 15.14
' L260 S 36
02
02
E
'
' 33.85
' L346 S 63' 21' 54' E 33.39' p
,
1.2 E
N
>8
' ' 26
' 46
' 9.20
24
12' L89 S 14' 19' 43' E 36.81' L175 S 14' 26' 37' W
'
' 22.04
' L251 S 28' 10
53
E
'
'
' 37.63
' L347 S 89' 44' 51' E 33.30'
FOR
L3 44
E
30
N
82
"
' . L90 S 34' 08' 57' W 14.77 L176 S 31
If 09
E
' 14.12
' L262 S 12
55
27
E
' 3&94
' L348 N 69' 32' 14' E 37.75'
L4
S
L
5 07
E
N 58' 40
5 64' S8' 23' E
23 12.02'
11.25' L91 S 0' 32' 18' E
'
'
' 26.71'
' L177
L178 S 31' 12' 09
E
S 47' 45' 14' W 8.91
7
5 1' L263
L264 S 16' 32' 11
E
N 69' 13' S8' W 2278
10.76' L349 S 73. 20' 50' E
'
'
' 19.12'
7
'
CHANDLER OAKS
L ' E
S &S' If 10.28
' L92
L93 37
W
S 16
18
S 22' 34' 08' E 22.63
28.61' L179 S 20' 35' 19' W .
5.97 L265 S 16' 04' 19' E 26.56'
' L350
L351 01
W
N 51
29
N 22' 57' 18' E 35.
9
16.61
L7 S 53' 18' 35' E
'
'
' 13.31
' L94 S 9' 23' 16' W 30.15' L180 S 24' 39' 05' E
'
'
' 9.73'
' L266 S 15' 23' 35' E
'
' 28.57 L352 N 11' 52. 48' E 33.94'
COVERED WAGON ROAD
L8 W
1
27
S
' 38
' 2 6.09
6
' L95 S 26' 07 39' E 26.44' L181 S 24
39
05
E 20.24
• L267 S Y 43
29
E
'
' 4.27
' L353 N 23' 46' 17' E 38.43•
L9 15
E
7'
24
S
3
'
'
r .89
2
7
7 L96 S 19' 37 07' W 28.07' L182 S 1' 34' 27' E
'
'
' 26.32
' L268 S IT 51
38
E
'
'
' 24.29
' L354 N 55' 1f 16' E 27.90•
CITY OF GREENSBORO
10
L
10 45
E
S 26
' 1
.5
' L97 N 13' 09' 51' E 3.48' L183 W
13
24
S 11 24.08
' L269 03
S 28
03
E
' 18.41
' L355 N 27' 37' 30' E 26.08'
L
11 W
23
N
' 33'
' Of .49
20
' L95 S BY 5S 26' E 4.44' L184 S 52' 17 03' W
'
'
' 11.14
' L270 S 32' fr 01
E
'
'
' 9.72
' L356 N 7' 18' 56' E 17.90' GUILFORD COUNTY
NORTH CAROLINA
L
12 18
Or
W
N 22
' Or .94
18
' L99 S 83' 53' 26' E 15.95' L155 W
25
54
S 0 3214
' L271 S 57
17
53
E
'
' 17.61
' L357 N 46' 15' 23' E 21.19' ,
L W
N 60' S4 10.13
' 100
1 N 57' 48' 23' E 21.81' L186 S 85' 56' 54' E 21.20 L272 34
S 59' 19
E 41.55 L358 N 63' 18' 47 E 18.16'
4
L
1
4 S 61' 04' 30' W 8.99 .
L101 N 2' 06' 04' E 14.43' L187 S 77' 18' 42' E 14.35' L273 S 58' 29' 27' E
' 2277' L359 N 44' 23' 15' E 2251'
1
L
5
1 N 25'
31'
W
' 77 5 1
.27 ' L102 N 51' 09' 05' E 9.32' LISS S 41' 52' 45' E 6.60' L274 N 89' 36' 31
E 16.46' 1_360 N 0' DO' 00' E 0.00'
L
6 ' 09'
E
25
S 59' 19
.92
' L103 S 59' 12' 49' E 14.15' L109 S 33' 48' 17' W 15.80' L275 N 53. 11' 15' E 29.59' L361 N 84' 18' 11' E 22.90'

1
L7 S 59 07'
W
7'
1
' .66
4 1
' L104 S 45' 48' 59' W 27.20 L190 S 47' 12' 55' W 21.39' L276 N 7r 00' 03' E 24.08' L362 N 41' 57 08' E 24.86'
L
I
S '
W
41
26' '
N
1
4 18
.20
'
L105
S 55' 55' 19' W
15.15'
1_191
S 23' 03' 41' W
19.82'
L277
S 79' 50' 53' E
31:49'_
L363
N 53' 24' 23' E
37.46'
L19
36'
E ' 16
N
59'
7.66
' L105 S 73' 10' 14' W 16.07' L192 S 23' 03' 41' W 6.94' L278 N 47' 51' 37' E 3.45' L364 N 45' 35' 40' E 23.73'
L20 ' 43
' E
45
S
31
' 2203
22-OS L107 N 62. 34' 54' W 9.67' L193 N 26' 07 39' W 19.70' L279 N 70' 55' 08' E 15.47' L365 N 14' 27' 19' E 1&95'
1
L2
1 D3'
E
33'
S 3
3'

' L103 N 62' 34' 54' W 3.B6' L194 N 20' 35' 19' E 7.95' L280 N 53' 38' 29' E 19.40' L366 S 38' 40' 55' W 34.52'
L2
2 33'
E
26
'
S8
'
S 26
.34
' L109 N 14' 04' 17' W 1547' L195 S 26' 07 39' E 13.26' L281 N 44' 47' 25' E 21.91' L367 S 51. 27 40' W 29.67
L2 W
S4'
56
'
S
6
' 37
.38 L110 N 54' 34' 00' E 13.49' L196 S 26' 07 39' E 6.75' L282 N 26' 51' 08' E 17.40'
' L368 S 50' 30' 38' W 19.79'
L2
4 4
E 43'
'
368
'
S .28'
15
' Lill S 2' 06' 45' W 8.94' L197 S 18' 35 52' W 7.55' L283 N 58' 59' 22' W 14.73 L369 S 8Y 08' 49' W 25.37'
L2
5 54'
W
00'
85
S
BY 28.73
' L112 S 35' 23' 25' W 8.36' L198 N 71' 32' 25' W 6.13' L284 N 3Y 03' 46' W
' 18.50'
' L370 S 2Y 55' 27' W 17.41'
L2 2'
W
03' 3
N
78' 16
.33
1.113
S 10' 50' 45' E
6.81'
L199
N 63' 45' 40' W
18.37
L285
N Y 26' 13
E
24.74
1371
S 39' 15' 49' E
4.66'
L2L277
5 N N 4100. ' 1 17 7 33 33' ' W W 7
24.331.44 L114
LI15 S 83' 27 13' W
S 68' 47 38' E 3.36'
&17' L200
L201 N 25' 22' 46' E
N 25. 27 46' E 1.77
23.52' L288
L287 S 19' 51' 38' E
S 27' 29' 34' E 25.64'
8.36' L372
L373 N 42' 39' 03' E
N 10' 18' 21' W 39.14'
21.86'

Sh
t 8
f 8
L2
29 48'
S2
E
N
56' 25
.57 L116 S 68' 47 38' E 14.40' L202 N 37' 43 52' E 21.21' L288 S 31' 59' 27' E 1&32' L374 N 42' 09' 23' W 16.OY ee
o
L 00'
00'
E
N
O' 0.00
' LI17 S 59' 12' 29' E 12.33' L203 N 37' 43' 52' E 240' L789 S 59' 21' 37' E 24.04' L375 N 30' 50' 25' W 37.63'
1
L3
1 5 51' 19' S5' W 10.92
' L118 N BY 35' 25' E 11.91' L204 S 6Y 42' 09' E 1&86' L290 S 45' 29' 14' E 31.00' L376 N 44' 39' 57' W 33.06'
L3
2 25'
W
43
'
1
'
S 11
.22
' L119 S 82' 57' 42' E 25.69' L205 S 71' 22' 57' E 13.11' L291 S 39' 12' 04' E 25.46' L377 N 80' 21' 04' W 31.47
L3 20'
W
' 1
0
'
S
52 15
.58
' L120 S 10' 41' 37' E 5.07 L206 S 16' 03' 01' W 29.46' L292 S 27' 24' 51' E 4.34' L378 S 55' D4' 14' E 5.00'
L3
4 4 44'
W
S
6
2'
06 O6' .36
19 L121 N 86' 22' 10' W 27.72' L207 S 54' 22' 05' E 20.27' L293 S 34' 51' 40' E 26.43' L379 S I' 48' 29' W 18.53'
L3 W
'
S6'
N
71
' 16.86'
' 1.122 N 84' 09' 17' W 14.59' L208 S 29' 57' 35' W 4.83' L294 S 21' 03' 29' E 30.95 L380 S 4Y 08' 22' W 16.96'
L36 S 46' 40' 00' W 17.40
' L123 N 77' 57' 31' W 11.77' L209 N 74' 43' 49' W 15.14' L295 S 4' 24' 49' W 43.57 L381 S 79' 10' 32' W 7.54'
L37 S 57' 29' 42' W 16.55
' L124 N 77' 57' 31' W 9.40' L210 S 31' 49' 42' W 25.48' L296 S 3' 35' 12' W 29.46'
L35 S Tr 44' 13' W 22.64
' L125 N 14' 32' 45' E 4.26' L211 S 68' 59' 03' W 20.93' L297 S 8' 56' 02' W 3243'
L39
L40 N BY D6' 54' W
N 68' 32' 08' E 3278
7.31' L126 N 40' 39' 14' W
' W
'
' 13.34'
81'
1 L212
L213 5 41' 00' S8' W
S 15' 50' 58' W 44.30'
22.70' L298
L299 S 51' 48' 25' E
S I' 39' 53' E 27.46'
43.63'
"This certifies that this plat accurately depicts the boundary of
L41 S 11' OY 57' W
'
'
' 3.29' L127
L128 45
S 14
32
N 13' 18' 59' W .
6.17 L214 5 1r 34' 50' W
'
'
' 26.80'
' L300 S 14' 58' 44' E
'
'
' 9.28'
'
the jurisdiction of Section 404 of the Clean Water Act as
L42 39
13
W
S 25
'
' 24.13
' L129 N 3' 58' 04' E 28.06' L215 S 24
58
00
W
'
' 40.04
' L301 44
49
S 51
E
'
' 25.79
'
3
L43 33
W
S 54' 11
'
' 23.84
' L130 N 19. 27 01' E 14.15 L216 W
S 24' 18
13
'
' 40.04
' L302 S 56' 04
16
E
'
' 7.54
' determined by the undersigned on this date. Unless there is a
L44
L45 N 59' 41
17
W
N 36' 15' Or E 241
43
44' L131 N 8' 43' 33' W
'
'
. 21.61'
' L217
L218 13
W
S 18' 28
S 18' 12' 26' W 41.34
39
66' L303
L304 S 82' 11
07
E
S 51' 29' 01' E 13.20
44
11' change in the law or our published regulations
this determination
L46 S 81' 06' 26' W
'
'
' .
8.11'
' L132
L133 40
N 62
23
E
N 6' 53' 34' W 9.19
23.53' L219 S 3Y 11' 17' W
'
'
' .
37.23'
' L305 S 88' 14' 25' E
'
'
' .
16.78'
' ,
of Section 404 jurisdiction may be relied upon fora period not to
y
L47
L48 59
23
E
S 0
N 66' 43' 22' W 19.46
9.01' L134 N 19' 39' 42' E
'
'
' 19.00'
24'
4 L220
L221 IS
20
W
S 32
S 14' 31' 01' W 41.72
15.73' L306
L307 N 78
48
52
E
S BY 56' 05' E 26.00
8.62' exceed five years from this date
This determination was made
L49 S 67' 54' 58' W
' 09' 23' E 7.22'
2232' L135
L136 20
18
E
S 70
S 6' 40' 58' W
'
' .
21.77'
' L222 S 60' 27' 46' W
75' 38' 10' W 19.35'
26'
32 L308
L309 N 54' 40' 39' E
S 88' 35' 55' E 22.83'
34
20• .
utilizing the 1987 Corps of Engineers Wetlands Delineation Manual
"
L50 S 2
'
'
' ' L137 S 4' 46
26
E 14.63 L223 S
'
' .
' '
'
' .
' .
L51 50
35
W
N 71 16.16
' L138 N 34' 56' 28' E 13.77' L224 N 64' 49
28
W 27.86 L310 S 84
08
42
W 13.57
L52 S 45' 56' 54' W 21.21 L139 N 22' 26' 27' E 29
72' L225 N 52' 16' 05' W 36.35' L311 S 48' 03' 55' W 30.75
L53 S 89' 30' 55' W 9.04' L140 N 47' 53' 54' E .
21.37' L225 N 36' 54' 04' W 37.16' L312 S 32' 59' 37' W 7.15' (Name)
L54 S 65' 20' 45' W
' 12.65
' L141 S 83' 39' 11' E 15.87' L227 N 20' 13' 02' W 23.04'
' L313 S 27' 18' 09' W 39.00'
'
L55 S 40' 24' 00
W
' 26.45
' L142 S 83' 39' 11' E 271' L223 N 17' 51' 44' E 4.01
' L314 S 64' 24' 27' E 31.71
'
L56 W
S 1Y 09' 51 16.34
' L143 N 19' 39' 42' E 5.03' L229 N 38' 33' 25' E 12.58
' L315 N 4' 06' 08' E 19.86
' (Title)
L57 S 47' 33' 55' W 9.80
' L144 N 14' 46' 22' E 21.71' L230 N 55' 48' 42' E 35.99 L316 N 25' 37 59' W ^6.94
'
L58 S 26' 03' 24' W 15.88
' L145 N 42' 32' 18' W 2226' L231 N 74' 09' 49' E 38.57 L317 N 2' OY 03' W 2232
'
L59 S 83' 27' 13' W
'
' 19.36
' L146 N 14' 56' 59' W 23.20' L232 N 63' 21' 01' E
' 25.54'
' L318 N 15' 17' 50' E
'
' 14.71
•
L60 S 1' 15
W
00 28.51
' L147 N 0' 28' 00' E 2&62' L233 N 52' 07' 19
E 39.00 L319 N 11' 11
58
E 18.82 (Date)
L61 S 42' 31' 55' W 28.24
' L148 N 40' 33' 31' E 19.01' L234 N 39' 17' 00' E 21.54' L320 N 6' 02' 30' E 19.45'
'
L62 S 48' 15' 55' W 12.62 L149 N 0' 36' 19' E 16.67' L235 N 13' 23' 1r E 21.57' L321 N 16' 35' 02' W 21.74
'
L63 N BY 18' D9' W 17.15
' L 150 N 46' 33' 27' E 10.15' L236 N 47 07 31' E 22.49' L322 N 9' 46' 39' E 24.25
'
L64 S 39' 27 03' W
'
'
' 6.46
• L151 N 1r 33' 01' W 20.41' L237 N 71' 02' 43' E
'
' 39.75'
' L323 N 28' 44' 13' E
'
'
' 13.36
' 1, JAMES B. STEPHENS, certify that this is not a boundary
L65
66 33
16
E
S 22
S 2r 39' 27' W 19.49
7
92' L152 N 22' 13' 00' E
'
'
' 13.78'
' L233
L239 N 57' 03
24
E
N 2Y 40' 51' E 1593
13
27 L324
L325 N 42
48
26
E
S 31' 33' 31' W 16.61
04'
10 survey, boundary information shown hereon token from a
y, Y
L
L67 S 2' 58' 04' E .
27.91'
' L153
L154 N 25
09
58
W
N 2r 09' 42' E &59
8.06' L240 N 22' OY 28' E .
21.96' L326 S 31' 33' 31' W .
12.26' map prepared by me entitled SURVEY FOR LANDCRAFT
L68 S 24' 31' 04' W
'
' 13.59
' L155 N 9' 54' 08' W 1228' L241 S 74' 07 37' W 8.07'
' L327 S 5Y 03' 17' W
'
' 27.14'
' PROPERTIES, INC. dated June 28, 2004; that flagging
L69 33
E
S 0' 34
'
' 16.59
5' L156 N 41' 58' 55' W &01' L242 N 46' 52' 11' W
'
' 23.92
' L328 S 59' 24
18
W
'
'
' 24.39
' delineating wetlands as marked b E. C. S. LTD, was field
by
L70
L71 W
if 09
S 19
N 87 DO' 54' W 19.0
25.46' L157 N 64' 52' 08' W
'
'
' 7.72'
' L243
L244 W
37 07
N 69
N 86' D6' 12' W 17.61
11'
28 L329
L330 S 72
04
15
W
S e' 46' 35' W 19.50
27
95' located and plotted hereon.
L72 S 45' IS D9' W 6.89'
' L158
L159 43
N 13
10
W
N 8r o6' 03' E 14.69
1266' L245 S 70' 38' 35' W .
21.28' L331 S 52' 57 00' W .
25.55'
L73 S 2' 45 59' E 40.21
' L160 S 37' 34' 32' E 48'
11 L246 N 54' 04' 32' E 17.57' L332 S 58' 06' 53' W 35.10' '
J
1

L74
S 40' 39' 14' E
13.93
'
L151
S Y 32' 41' E .
29.37'
L247
N 69' 50' 41' E
18.96'
L333
S 50' 51' 20' W
29.22'
witness my hand and seal this
-
day of ,4 2005.
1
41
L75 S 14' 32' 45' W
'
'
' 17.18
24
46' L162 S 16' 01' 52' W 13.32'
' L248 N 7f 14' 18' E
'
'
' 21.15'
5' L334 N 84' 23' 43' W
'
' W
' 21.71'
31
65' -
444444 rr„
L76 11
56
W
S 36
'
'
' .
' L163 N 34' 56' 33' W 4.69 L249 40
24
S 79
E
'
'
' 22.5
' L335 S 68
54
05
'
' .
' `,
r,r
4
L77
L78 24
56
W
S 24
S 59' 00' 59' W 20.24
29.73• L164 N 34' 56' 33' W
'
'
' 13.79'
' L250
L251 S 85
19
58
E
S 85' 19' 58' E 44.29
8
99' L336
L337 S 41
38
Oe W
S 4Y 54' 22' E 26.39
10
11'
p
CAR
1.79 S 70' 09' 52' W
7
'
' 19.11'
16
02' L165
1.166 56
N 22
12
E
N 84' 30' 52' E 21.85
8.67 L252 S 31' 27 16' W
'
'
' .
1232'
' L338 N 52' 35 10' E
1'
'
' .
27.89'
1' ...........
S%
LBO S 4
5
53
W
f 02' W
' .
44•
20 L167 S 12' 00' 20' W
' 27.63'
' L253 S 17
36
25
W
' W
'
' 34.22
40
00' L339
L340 46
W
S 0
5
S 18' 23' 24' W 8.3
15
91' p
•ES
'• P
f
i
l
d S
LBt
L82 O
S 1
S 40' 09' 09' W .
19.19' L168 S 6' 17 01
E
'
' W 7.43
226' L254
L255 06
S a
19
S 15' 28' 20' W .
24.69'
L341
S 49' 42' 27' W .
11.99' N
ro
ess
ona
n
urveyor
• q .
?
L83 S 35' 01' 39' W
' 22.73'
' L169
L170 S 3r 26
16
N 12. 50' 12' W 19 14' L256 S 26' 29' 38' W 17.76'
' L342 N 64' 14' 45' E
'
' 15.95'
' •
SEAL
L84 W
S 37' 26' 16 10.99
' L171 N 18' 05' 27' W 24.28' L257 S 62' 53' 00' E 6.39 L343 N 28' 48
09
E 17.62
LB5 S 14' 07 12' E
' 35.38
' L172 N 9' 23' 31' E 25.03' L258 S 61' 10' 24' E 19.39' L344 S 87' 30' 44' E 18.93' : L-3348
L86 W
S 47' 45' 14 20.28 L-3348
?
?
`'•? Re
istration N
b
;
,.
g
um
er
•
4
:
•' 3
NOTE NOTES ' ....•
?
V ??
•.? CS
•
1 -THE SOLE PURPOSE OF THIS MAP IS TO DELINEATE THE WETLANDS ON TH IS EIP 0 = EXISTING IRON PIPE S1
',, 8
`4
,,
PROPERTY AS MARKED BY E.C.S. LTD. AND MAP ANY JURIS DICTIONAL WATERS.
EIS
o =
EXISTING ST
ONE
,,rrrr x41144444
0
2
FOR THE PURPOSE OF TH IS MAP NO IMPROVEMENTS OR UT ILITIES WERE IPS A = IRON PIPE SET
LOCATED. D.B . = DEED BOOK 3
P.B . = PLAT BOOK
2 - FOR A COMPLETE BOUNDARY SURVEY SEE SURVEY ISSUED BY THIS OFFICE = WETLAND a
TITLED 'SURVEY FOR LANDCRAFT PROPERTIES, LLC, PROPERTY OF MARLENE DEE JAMESTOWN ENGINEERING GROUP
INC 0
SAMET A ND ROGER D. AB ERNATHY AND EMILY T. ABERNATH Y, DATED 26 JUNE = STREAM ,
.
2004 AND DESIGNATED JOB No. 2004-012 TOTAL AREA = 67.06 ACRES
CONSULTING ENGINEERS
N
WET LAND KE
Y }48
1
3 -FOR REFERENCE SEE D.B. 6238 P G. 2506, AND D.B. 6 238 PG. 2510. ?
\
/

117 EAST MAIN STREET

o
4 - THIS MAP IS NOT TO BE RECORD ED AS A PLAT OR A TTACHED TO ANY WETLAND DESIGNATION FLAG #1
DEED FOR RECORD AS AN EXHIBIT IN WHOLE OR IN PART. F.O. BOX 365
STREAM KEY SA-7-5 JAMESTOWN
N
C
27282 0
5 - THIS PROPERTY MAY BE SUBJECT TO ANY EASEMENTS, RIGHTS OF WAY OR

MAY BE DISCLOSED FROM A COMPLETE TITLE SEARCH
\ \ ,
.
.
F Inc T
l
h
336
886
55
3

°

OTHER FA
CTS THAT
. e
ep
one
(
)
-
2
N
STREAM DESIGNATION FLAG WIDTH
Job No. 2004-012 "