20060796 Ver 1_COMPLETE FILE_20060510

Impervious calcs for Waterford
162.5 acres
266 lots equals 1.62 lots/acre
Impervious surface (sf)
542.00 feet of 24.00 foot back to back street 13,008.00
6515.00 feet of 32.00 foot back to back street 208,480.00
6550.00 feet of 26.00 foot back to back street
i 170,300.00
total street w 5' sidewalk on both sides
13607.00 If of street times 10' of sidewalk 136,070.00
9.00 cul-de-sacs with 2,230.00 sf extra per 20,070.00
266 lots with 4000 sf per lot for houses, drives, etc 1,064,000.00
Amenity area impervious including, pool, cabana, et 30,000
1,641,928.00 SF of impervious
162.5 acres at 43,560.00 per acre 7,078,500.00
equals 23.20%
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Mr. John Robbins
Niblock Development
300 McGill Avenue
Concord, NC 28027
Subject: Shiloh Chun
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O C T 2 3 2006
UENR - WATER QUAIITy
IAtMSAND STORUW TER BUNCH
;h Rd. Project
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
October 17, 2006
DWQ# 06-0796
Cabarrus County
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Robbins:
You have our approval, in accordance with the attached conditions and those listed below, to
fill 0.01 acre of wetland and impact 320 linear feet (If) (110 If, perennial) of an unnamed tributary to
Rocky River in order to construct the Shiloh Church Road residential subdivision in Cabarrus County,
as described in your application received by the Division of Water Quality (DWQ) on May 10, 2006
and subsequent information received on October 16, 2006. After reviewing your application, we have
determined that this project is covered by Water Quality General Certification Number 3402, which
can be viewed on our web site at http://h2o.enr.state.nc.us/ncwetlands. The General Certification
allows you to use Nationwide Permit Number 39 once it is issued to you by the U.S. Army Corps of
Engineers. Please note that you should get any other federal, state or local permits before
proceeding with your project, including those required by (but not limited to) Sediment and Erosion
Control, Non-Discharge, and Water Supply Watershed regulations.
The above noted Certification will expire when the associated 404 permit expires unless
otherwise specified in the General Certification. This approval is only valid for the purpose and
design that you 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 the Certification and approval letter; and is thereby
responsible for complying with all conditions.
In addition to the requirements of the certification, you must also comply with the following
conditions:
1. The Mooresville Regional Office shall be notified in writing once construction at the approved impact
areas has commenced.
2.
The base flow stream channel shall be maintained (reconstructed) immediately above and below the
proposed stream crossings. This may be accomplished through the construction of flood plain
benches or similar measures. These measures must be approved, in writing, by this office prior to
construction. One
No Carolina
atura!!y
North Carolina Division of Water Quality 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone [phone] Customer Service
Internet: ncwaterquality.org FAX [phone]
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
3. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional
wetlands and waters or areas within 50 feet of all streams and ponds on the property. These
mechanisms shall be put in place within 30 days of the date of this letter or the issuance of the 404
Permit (whichever is later). A sample deed notification format can be downloaded from the
401/Wetlands Unit web site at http://h2o.enr.state.nc.us/ncwetiands.
4. All wetlands, streams, surface waters, and riparian buffers located on the project site where impacts
are not allowed shall be clearly marked (example- orange fabric fencing) prior to any land disturbing
activities.
5. The planting of native vegetation and other soft stream bank stabilization techniques must be used
where practicable instead of riprap or other bank hardening methods. If riprap is necessary, it shall
not be placed in the streambed, unless approved by the DWQ.
6. Storm water discharge structures at this site shall be constructed in a manner such that the potential
receiving streams (of the discharge) will not be impacted due to sediment accumulations, scouring
or erosion of the stream banks.
7. No waste, spoils, solids, or fill of any kind shall be placed in wetlands, waters; or riparian areas
beyond the footprint of the impacts depicted in the Preconstruction Notification application. All
construction activities associated with this project shall meet, and/or exceed, those requirements
specified in the most recent version of the North Carolina Sediment and Erosion Control Manual and
shall be conducted so that no violations of state water quality standards, statutes, or rules occur.
8. Sediment and erosion control devices 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 two months of the date the
Division of Land Resources has released the project.
9. Upon completion of the project, the applicant shall complete and return the enclosed "Certificate of
Completion" form to the 401/Wetlands Unit of the NC Division of Water Quality. Please send
photographs of the upstream and downstream sides of each culvert site to document correct
installation, along with the Certificate of Completion form.
10. Continuing Compliance. The applicant (Niblock Development) shall conduct all activities in a
manner so as not to contravene any state water quality standard (including any requirements for
compliance with section 303(d) of the Clean Water Act) and any other appropriate requirements of
state and federal law. If DWQ determines that such standards or laws are not being met (including
the failure to sustain a designated or achieved use) or that state or federal law is being violated, or
that further conditions are necessary to assure compliance, DWQ may reevaluate and modify this
certification to include conditions appropriate to assure compliance with such standards and
requirements in accordance with 15 A NCAC 2H.0507(d). Before codifying the certification, DWQ
shall notify the applicant and the US Army Corps of Engineers, provide public notice in accordance
with 15A NCAC 21-1.0503, and provide opportunity for public hearing in accordance with 15A NCAC
2H.0504. Any new or revised conditions shall be provided to the applicant in writing, shall be
provided to the United States Army Corps of Engineers for reference in any permit issued pursuant
to Section 404 of the Clean Water Act, and shall also become conditions of the 404 Permit for the
project.
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 that 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 Mr. Alan Johnson in the Mooresville Regional
Office at 704-663-1699 or Ms. Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
forAlan W. Klimek, P.E.
Attachments
cc: Army Corps of Engineers, Asheville
Ian McMillan, Wetlands Unit
Becky Fox, EPA
Central Files
File Copy
Tamp Bandy
Impervious calcs for Waterford
162.5 acres
266 lots equals 1.62 lots/acre
542.00 feet of 24.00 foot back to back street
6515.00 feet of 32.00 foot back to back street
6550.00 feet of 26.00 foot back to back street
Impervious surface (sf)
13,008.00
208,480.00
170,300.00
total street w 5' sidewalk on both sides
13607.00 If of street times 10' of sidewalk 136,070.00
9.00 cul-de-sacs with 2,230.00 sf extra per 20,070.00
266 lots with 4000 sf per lot for houses, drives, etc 1,064,000.00
Amenity area impervious including, pool, cabana, et 30,000
1,641,928.00 SF of impervious
162.5 acres at 43,560.00 per acre 7,078,500.00
equals 23.20%
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
17 B
Alan W. Klimek, P.E. Director
Division of Water Quality
October 4, 2006
Cabarrus County
DWQ Project #06-0796
OCT 9 2006
Mr. John Robbins
2631 Jim Johnson Road
Concord, NC 28027
oENR - vvATER QUALITY
yr' WDS MD STOR%TNATER 6RMICH
Subject: Waterford, Shiloh Church Road ,
Dear Mr. Robbins:
The Division of Water Quality (DWQ) received your application for a 401 Water Quality Certification for the subject
project on May 10, 2006. On June 23rd, this office issued a hold letter requesting more information. On August 24`h
some information was received; however, the scale of the submitted diagrams were to small and the stream crossings were
identified by the pipe diameter, not the impact sites as shown in the application. The following information/comments are
needed by this office in order to complete our review:
a) Provide An enlarged detailed diagram (plan view, cross section, and profile) for the proposed road crossing
for the development.
b) 'I The design for the road crossings should show the maintenance of the low/base-flow stream channel
immediately upstream and downstream of the culvert. Construction of seals inside the culvert and a
floodplain bench may be required to prevent over widening of the channel.
C) Storm water discharge points. A storm water management plan may not be required; however, it is requested
that the discharge area for the outlets be identified so that this office is assured that the outlets are not located
such that they could possibly impact receiving waters.
A copy of the above requested information should also be provided to our Raleigh office. Failure to submit this
information by October 21, 2006, will result in the application being withdrawn from consideration for a 410 Water
Quality Certification. If you wish to proceed with the project following that date, a new application and fee will be
required. . If you have any questions, please contact Mr. Alan Johnson at [phone] or Ms. Cyndi Karoly in
Raleigh at [phone].
Sincerely,
D. Rex Gleason, P. E.
Surface Water Protection
Regional Supervisor
cc: Ian McMillan - Wetlands Unit
Chris Huysman
Central Files
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North Carolina Division of Water Quality 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone [phone] Customer Service
Internet: h2o.enr.state.nc.us FAX [phone]
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
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CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. John Robbins
2631 Jim Johnson Road
Concord, NC 28027
Subject: Waterford, Shiloh Church Road
Dear Mr. Robbins:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
4„.
Alan W. Klimek, P.E. Director
Division of Water Quality
June 23, 2006
Cabarrus County
DWQ Project #06-0796
The Division of Water Quality (DWQ) received your application for a 401 Water Quality Certification for
the subject project on May 10, 2006. Mr. Alan Johnson of this office reviewed the application and on June 5,
2006 requested via email the following information/comments:
a) Road crossing details (profile, cross section, etc.).
b) Impervious area calculations (roads, building pads, sidewalks, driveway, etc.). The application
states 28% impervious surface, however, there are no calculations showing how this figure was
obtained.
c) If riprap or other stabilization is proposed for the sewer line crossing, details are needed.
d) Stormwater discharge points. A stormwater management plan may not be required, however, it is
requested that the discharge areas for the outlets be identified so that we can ensure that they are not
located as to possibly impact receiving waters.
Pursuant to 15A NCAC 2H .0507(h) this project will put on hold until such time as the requested
information has been received. In addition, this office is requesting that the Army Corps of Engineers withhold
processing the 404 permit until the requested information is provided.
o Carolina
N `
Ntma!!y
Mooresville Regional Office Division of Water Quality Phone [phone] Customer Service
Internet: www.ncwaterguatily.org 610 East Center Ave, Suite 301 Mooresville, NC 28115 Fax [phone]
An Equal Opportunity/Affirmative Action Employer- 50% Recycledl1 0% Post Consumer Paper
Mr. John Robbins
June 23, 2006
Pate 2
A ivritten response should be provided to this Office by July 12, 2006 addressing the above issues. Failure
to provide the requested information by the aforementioned date may result in the application being returned as
incomplete. If you have any questions, please contact Mr. Barry Love at [phone] or Mr. Ian McMillan
in Raleigh at [phone].
Sincerely,
D. Rex Gleason, P. E.
Surface Water Protection
Regional Supervisor
cc: Tamp Bandy - NN NR
Corps of Engineers-Asheville Office
Ian Mc'Nfillan - Wetlands Unit
Central Files
DATE AUG-30-2006 WED 09:28
NAME DWQ-WETLANDS
TEL [phone]
SENDING CONFIRMATION
PHONE : [phone]
PAGES : 1616
START TIME : AUG-30 09:21
ELAPSED TIME : 07109"
MODE : G3
RESULTS : OK
FIRST PAGE OF RECENT DOCUMENT TRANSMITTED...
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Division of Water Quality
Department of Environmental and Natural Resources
401 Oversight/Express Review, Program Development and
Transportation Permitting Units
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigb, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
Fax #: [phone]
To: Alan Jackso/t Fax #: MRO
Company: pate: 8/30/06
From: Laurie
17
Number of pages including cover sheet: pages (but no big maps)
Notes or special instructions: RE: KELP: 0"796 Waterford Shiloh Church Rd
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William G. Ross Jr., Secretary
tom- North Carolina Department of Environment and Natural Resources
(Q Alan W. Klimek, P.E. Director
Division of Water Quality
Division of Water Quality
Department of Environmental and Natural Resources
401 Oversight/Express Review, Program Development and
Transportation Permitting Units
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
Fax #: [phone]
To: Alan Jackson Fax #: MRO
Company: Date: 8/30/06
From: Laurie
1 `7
Number of pages including cover sheet: f?pages (but no big maps)
Notes or special instructions: RE: HELP! 06-0796 Waterford Shiloh Church Rd
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone [phone] / Fax [phone]
Internet: http://h2o.enr.state.nc.us/ncwetlands
Noy` Carolina
Atura!!y
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper

o,
® North Carolina Wildlife Resources Commission
Richard B. Hamilton, Executive Director
MEMORANDUM
TO: Cyndi B. Karoly, Supervisor
401 Oversight and Express Permits Unit
NCDWQ.Wetlands and Stormwater Branch
W
FROM: Ron Linville, Regional Coordinator /? MAY 2 2 2006
Habitat Conservation Program OENR - WATER UiW?i-ITy
VVETlAM)$ AND ITOW M TM fftW i
DATE: May 19, 2006
SUBJECT: Review of an application for Greathorn Properties, Waterford, Shiloh Church Road,
Unnamed Tributaries Rocky River, DWQ No. 200607%, Cabarrus County
The applicant is requesting 401 Water Quality Certification from the North Carolina Division of Water
Quality. The NCWRC has reviewed information provided by the applicant, and field biologists on our
staff are familiar with habitat values of the project area. These comments are provided in accordance with
provisions of the Clean Water Act of 1977 (33 U.S.C. 466 et. seq.) and the Fish and Wildlife
Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661-667d).
The project is located on both sides of the Rocky River near Concord and Davidson. Impacts are
indicated to be needed fro road infrastructure for a residential community. Total stream impacts will be
320 linear feet. All remaining stream reaches and wetlands are to be located in common areas.
Imperviousness has been estimated to be 28 percent.
Although no federally listed threatened or endangered species are indicated for this area of the Rocky
River, lower sections of the Rocky River have suitable habitats for the Carolina heelsplitter, Lasmigona
decorata (NCE, FE). These suitable habitats are not known to be inhabited by this listed species at this
time although historical records in the general area are known. Poor water quality is believed to preclude
habitat values in nearby portions of the Rocky River. The following listed species are known for this
region:
Common Name Scientific Name Status
Carolina creekshell Villosa vaughniana NCE, FSC
Carolina darter Etheostoma collis NCSC, FSC
Star-nosed mole Condylura cristata NCSC
Bog turtle Glyptemys muhlenbergii NCT, FT (S/A)
Carolina fatmucket Lampsilis radiata conspicua NCT
Santee chub Cyprinella zanema NCSR
Mailing Address: Division of Inland Fisheries - 1721 Mail Service Center - Raleigh, NC 27699-1721
Telephone: [phone] - Fax: [phone]
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Greathorn-Waterford -Page 2 - May 19, 2006
Although no listed species are known for the specific area of development, Ave are concerned about
Secondan, and Cumulative Impacts (SCI) associated with urbanization and stormwater runoff. Please see
our Avebsite: http //AVw1v newildlife orOpgN WildlifeSpeciesCon/pa76 impacts pdf for more details
concerning SCI concerns and issues.
Based on our review of the proposed project, Ave will not object to issuance of permits and certifications
as no listed species are known for the site. We concur with the provision of permanent protection of all
remaining stream reaches and wetlands providing these areas are permanently protected as undisturbed
forested or natural area enforceable conservation easements as these measures may help protect aquatic
habitats downstream. However, we are concerned about stormwater and pollutant issues and recommend
using stormwater management practices when imperviousness reaches ten (10) percent. To the extent
practicable, post-development runoff and hydrograph conditions should mimic pre-development
conditions. Undisturbed intermittent and perennial stream buffers of 50' and 100' are recommended.
The provision of 100' and 200' buffers is preferred. Irregardless, maximum available forested buffers
should be provided and preserved. Bridges are preferred for stream crossings. If culverts are permitted,
culverts 48 inches diameter or larger should be buried a foot into the streambed. Culverts less than 48.
inches diameter should be buried to a depth equal to or greater than 20% their size to allow for aquatic life
passage. These measurements must be based on natural thalweg depths. Sediment and erosion control
measures shall adhere to the design standards for sensitive watersheds (15A NCAC 4B .0124). Where
multiple barrels are used, the base flow barrel must be installed as indicated above while additional
barrels should be placed so that their bottoms are located on the active bank full elevation. These bankful
barrels must be connected to active floodplain benches to provide natural dimensions for the base flow
channel with sufficient water depth during low or normal flows to accommodate movement of aquatic
species.
Thank you for the opportunity to review and comment on this project. If you have any questions
regarding these comments, please contact me at 336/769-9453.
Ec: Amanda Jones, USACOE-ARO
Allan Johnson, DWQ-MRO
Triage Check List
Date: 5/15/06
Project Name: Waterford: Shiloh Church Road
DWQ#: 06-0796
County: Cabarrus
Alan Johnson, Mooresville Regional Office
To:
60-day Processing Time: 5/10/06 - 7/08/06
From: Cyndi Karoly Telephone : [phone]

The file attached is being forwarded to you for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!
a
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2 0 0 60 7 96 Wetland and Natural Resource
Consultants, Inc. ??•:,.;..:.
_ April 27, 2006
US ACE, Asheville Regulatory Field Office 'L ,-";^
Attn: Ms. Amanda Jones
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
Re: Greathorn Properties, Shiloh Church Road Tracts (+/- 160 acres) T;"r
AID # 200530119
Cabarrus County, NC (Tax PIN's: 4672652831, 4672634671, 4672830738) ,
Nationwide 39 Permit Application
Dear Ms. Jones:
The purpose of this correspondence is to request that a Nationwide Permit 39 be issued for the
above referenced property. Perennial stream impacts are less than 150 linear feet of streams.
One road crossing accounts for the 110 linear feet of perennial stream impacts. Two other road
crossings impact 130 and 80 linear feet of intermittent unimportant streams. A total of +/- 1 acre
of wetlands is located onsite, and no wetland impacts will occur as a result of this project. In
addition, all remaining stream reaches onsite will be located in common open space.
A copy of the signed Notification of Jurisdictional determination, signed wetland delineation survey
maps, agent authorization, and the permit application are attached for your review. Your prompt
consideration to this permit application is greatly appreciated. Please feel free to call with any
questions that you may have.
Best regards,
Tamp Bandy
828-302-3437
Cc: NCD WQ
Attn: Ms. Cyndi Karoly
2321 Crabtree Blvd., Suite 250
Raleigh, NC 27604-2260
w
t"A??" y 1; C 7006

Newton Office
PO Box 224 wnrinc.com
Newton, NC 28658
828-465-3035
828-465-3050 Fax 1
Canton Office
PO Box 882
Canton, NC 28716
828-648-8801
828-648-8802 Fax
Mr. John Robbins
June 23, 2006
Page 2
A written response should be provided to this Office by July 12, 2006 addressing the above issues. Failure
to provide the requested information by the aforementioned date may result in the application being returned as
incomplete. If you have any questions, please contact Mr. Barry Love at [phone] or Mr. Ian McMillan
in Raleigh at [phone].
Sincerely,
D. Rex Gleason, P. E.
Surface Water Protection
Regional Supervisor
cc: Tamp Bandy - WNR
Corps of Engineers-Asheville Office
Ian McMillan - Wetlands Unit
Central Files

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200530119 County: Cabarrus U.S.G.S. Quad: Cornelius
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Mr. John Robbins
Address: 1255 Odell School Road
Concord, NC 28027
Telephone No.: 704-906-3808
Size and location of property (waterbody, road name/number, town, etc.) The property is located on the east side
of Shiloh Church Road, adjacent to the north and south side of the Rockv River, near Concord Cabarrus
Countv, North Carolina..
Indicate Which of the Following Applv:
_ Based on preliminary information, there may be wetlands on the above described property. We strongly
suggest you have this property inspected to determine the extent of Department of the Army (DA) jurisdiction.
To be considered final, a jurisdictional determination must be verified by the Corps.
X There are waters of the U.S. including wetlands on the above described property subject to the permit
requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the
law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
- We strongly suggest you have the wetlands on your property delineated. Due to the size of your property
and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a timely
manner. For a more timely delineation, you may wish to obtain a consultant. To be considered final, any
delineation must be verified by the Corps.
X The waters of the U.S. including wetlands on your property have been delineated and the delineation has
been verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this
survey should be reviewed and verified by the Corps. Once verified, this survey will provide an accurate
depiction of all areas subject to CWA jurisdiction on your property which, provided there is no change in the
law or our published regulations, may be relied upon for a period not to exceed five years.
The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on _. Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject
to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in
the law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area
Management Act (CAMA). You should contact the Division of Coastal Management in
Washington, NC, at [phone] to determine their requirements.
Remarks:
Corps Regulatory Official: -?
Date November 22, 2004 Expiration Date November 22, 2009
Page 1 of 2
Action Id. 200530119
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army
permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any
questions regarding this determination and/or the Corps regulatory program, please contact Amanda Jones at 828-
271-7980 x.231.
Basis For Determination: The site contains wetlands and stream channels with indicators of ordinarv high
water marks adiacent to and including tributaries of the Rocky River in the Yadkin River Basin.
Corps Regulatory Official (Initial):
FOR OFFICE USE ONLY:
• A plat or sketch of the property and the wetland data form must be attached to the file copy of this form.
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal"
form must be transmitted with the property owner/agent copy of this form.
• If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the
"Isolated Determination Information Sheet" to the file copy of this form.
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. 2000""0796
k.. a11y NaILI,U al ncu, ?b iwL aNNu edUIC io tnis project, please enter "Not Applicable" or "N/A".)
1.
H.
Processing
1. Check all of the approval(s) requested for this project: t?ljk j}.l D
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
Applicant Information
1. Owner/Applicant Information
Name: See attached agent authorization
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
HUE: 7
MAY 1 0 2006
oEr^ Ural ?ctlauTr
11JE71,4hu3 ';'V-v STOW
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: Tamp Bandy
Company Affiliation: Wetland and Natural Resource Consultants, Inc
Mailing Address: PO Box 224
11 South College Avenue
Newton NC 28658
Telephone Number: 828-302-3437 Fax Number: 828-465-3050
E-mail Address: wnrincQaol.com
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
Pagel of 8
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: Waterford (Shiloh Church Road)
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 4672652831, 4672634671, 4672830738
4. Location
County: Cabarrus Nearest Town: Davidson
Subdivision name (include phase/lot number): Waterford
Directions to site (include road numbers/names, landmarks, etc.): From Davidson, head
southeast on Concord Rd. (becomes Davidson/Concord Rd. and connects with Hwy 73)
Turn left on Stanlev Mcelrath Rd. (turns into Shiloh Church Rd. at county line) The site is
on the right approximately I mile off of Hwy 73.
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): 35.4539°N 80.7593°W
6. Property size (acres): +/- 160 acres
7. Name of nearest receiving body of water: Rocky River
8. River Basin: Yadkin
(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/.)
Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is approximately 85% forested and 15% open area.
One non-regulated farm pond exists on the property;
Describe the overall project in detail, including the type of equipment to be used: The Rroiect
involves the construction of roads for a residential subdivision Typical earth-
moving/grading equipment, such as bulldozers and trackhoes will be used to construct the
roads.
Page 2 of 8
Explain the purpose of the proposed work: The project will provide road infrastructure for a
residential development that will provide homes for families.
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. Notification of Jurisdictional Determination (AID 200530119) and
wetland survey maps signed on November 22, 2004.
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.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
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 written description of the proposed impacts: One road crossing will impact a perennial
stream. Two road crossings will be impact intermittent unimportant channels. and two open
trench sewers will impact a perennial stream.
1. 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
Floodplain Nearest
Stream Impact
(acres)
(indicate on map) herbaceous, bog, etc.) ( es/no) (linear feet)
Page 3 of 8

N/A N/A N/A N/A N/A N/A
i
Total Wetland Impact (acres)
2. List the total acreage (estimated) of all existing wetlands on the property: 1.055 acres
3. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage- multinly length X width- then divide by 41 560
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact . Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
1 UT to Rocky River pipe / rip-rap perennial 6 110 0.015
2 UT to Rocky River pipe / rip-rap int unimport 3 130 0.006
3 UT to Rocky River pipe / rip-rap int unimport 2 80 0.004
4 Rocky River sewer crossing perennial 0.003
5 Rocky River sewer crossing perennial 0.003

}

Total Stream Impact (by length and acreage) 320 0.031
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill. excavation. dredging- flooding- drainage- bulkheads- etc_
Open Water Impact
Site Number
(indicate on ma)
Name of Waterbody
(if applicable)
Type of Impact . Type of Waterbody
(lake, pond, estuary, sound, bay,

ocean, etc.) Area of
Impact

(acres)
N/A N/A N/A N/A N/A

Total Open Water Impact (acres)
5. List the cumulative impact to all Waters of the U.S. resulting from the project:
Page 4 of 8
Stream Impact (acres): 0.031
Wetland Impact (acres): N/A
Open Water Impact (acres): N/A
Total Impact to Waters of the U.S. (acres) 0.031
Total Stream Impact (linear feet): 320
6. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A
7. 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
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. Impacts are limited to one
perennial stream road crossine. The other two road crossines occur over intermittent
unimportant streams. No wetland or open water impacts are proposed.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
Page 5 of 8
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.ne.us/ncwetlands/stnngide.html.
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.
All remaining: stream reaches and wetlands on the property will be located in common open
space. Approximately 1 acre of wetlands (total on site) will be undisturbed. No further
mitigation is proposed. since the impacts to important streams are less than 150 feet.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
Page 6 of 8
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B.0259 (Tar-Pamlico), 15A NCAC 0213.0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify N/A)? 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
I N/A 3 (2 for Catawba) N/A
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
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. Impervious area has been estimated to be 28%.
Page 7 of 8
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.
The project will provide the necessary sanitary sewer
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (I 5A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: No.
local zoning; will dictate further impacts.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A

-2
Applicant/46n_t's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
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Date: 4/20/2006 Caption: Ridgeline Development - Shiloh Church Road
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Tax Parcel 94672634671
Cabarrus Co. Registry J-
y

SHEET 6 OF 1 1

NOW OR FORMERLY
Martingale Holdings 11, LLC I '
D.B. 4871-054 I 1
Tax Parcel #4672830738
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I I NOTE: ADJOINING PROPERTY SHOWN AS ?

A a
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arrus
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0 i Q i INFORMATION FOUND ON SHEET 2.
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23
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.
NOTES:
L
Deed Reference Deed Bk. 4514, Pg. 104 Owners: Unica LIBA ??Q?
b
-
d
d i
C
6
3
arrus
eg tr
Dated May
Recor
e
n
a
, 200
R f A E h d E d 1933
ap a erence -J. . am at t state D ate .Jan.
Ma Book 4, Page 44 1'ENR-V-1IATE ; L2' kL
CARL Performed by: Reece Ira Long a` 7iki)al(',{err'sTrf2f}r
I © ® ?O?••'•?SS?'•`/-r,9,,?? Boundary Map of Lot 5 J.A. Earnhardt Estate Dated: April 9, 2003
f G
/ ?? •0` Performed by: Harrisburg Surveying
-114f `\ f 4Q SEAL Boundary Map of John B. Robbins & Wf. Holly H. Property
ti? ? r L-3668 Lri Dated March 7, 1998
• .; Performed by: Bobby J. Raye
550 275 0 550 a•9?OSU Ax???•?`? Boundary Map of Edna V. Scott Estate Dated: May 8, 1997
•......•' Ptp ??? Performed by: Concord Engineering & Surveying, Inc.
BAR GRAPH SHEET 1 OF 11
I, David R. Garrott, certify that this plat was drawn under my supervision from an actual
survey made under my supervision (deed description recorded in Book 4514, page 104,
etc.); that the boundaries not surveyed are clearly indicated as drawn frunt inlounacun
found in Book n/a, page n/a; that the ratio of precision as calculated is 1:75,1140;
that this plat was not prepared in accordance with G.S. 47-30 as amended. Witness my
original signature, registration number and seat this 10th day of Nov., A.D., 2014.
?p,ND S
Q N 6, Q' G
W E
O 2
?IORSTAR LAND SURVEYING, INC.
192-A N. CHURCH STREET
CONCORD, NC 28025
PH 704 721 6651
FAX [phone]
David R. Garrott, PLS 93668
DRAWN BY: S. Kimrey NLS NO.: 04101
DATE: NOV. 10, 2004 SCALE: I"= 550'
2 n
• S •
2 0 0 2
PREPARED FOR
Greathorn Properties, Inc.
TOWNSHIP NO. 3 CABARRUS COUNTY, NC
A 12
20
NOW OR FORMERLY
Frank W. Chapman & WE Barbara NOW OR FORMERLY NOW OR FORMERLY
D.B. 593-739 Marilyn P. Stark Gary M. Blasius, Jr. & Wf. Rachel L. Stafford
M.B. 4, PG. 44 D.B. 3408-195 D.B. 770-244
Tax Parcel #4672668663 Tax Parcel #4672752152 Tax Parcel #4672934390
Cabarrus Co. Registry Cabarrus Co. Registry Cabarrus Co. Registry

AS 13 21
NOW OR FORMERLY NOW OR FORMERLY NOW OR FORMERLY
Castella R. Davidson Kelly R. Evans William Jerry Irvin
D.B. 367-234 D.B. 2819-104
Tax Parcel #4672754158 D.B. 2149-265
Tax Parcel #4672825620
Tax Parcel #4672760059 Cabarrus Co. Registry Cabarrus Co. Registry
Cabarrus Co. Registry
Q 14 22
NOW OR FORMERLY NOW OR FORMERLY NOW OR FORMERLY
Gladys R. Henderson Anita Gayle Rivens John Woodley Wallace, Sr.
D.B. 367-240 D.B. 2876-240 D.B. 708-183
Tax Parcel #4672750945 Tax Parcel #4672756384 Tax Parcel #4672723348
Cabarrus Co. Registry
Cabarrus Co. Registry Cabarrus Co. Registry
A 15 23
NOW OR FORMERLY NOW OR FORMERLY
NOW OR FORMERLY
Essie R. Talbert Douglas Cordes & WE Michelle Zakraysek Rosemary Washam
D.B. 367-237 D.B. 1042-312 D.B. 516-87
Tax Parcel #4672750746 Tax Parcel #4672954322 Tax Parcel #4672720217
Cabarrus Co. Registry Cabarrus Co. Registry Cabarrus Co. Registry
A
16
24
NOW OR FORMERLY NOW OR FORMERLY NOW OR FORMERLY
Marcus M. Rivens & WE Laura S. Jack W. Lail Ronald G. Overcash
D.B. 514-620 32-685
D.B. 4 D.B. 2235-050
Tax Parcel #4672658516 .
Tax Parcel #4672849974
Tax Parcel #4672627117
Cabarrus Co. Registry Cabarrus Co. Registry Cabarrus Co. Registry
Ag
A
25
NOW OR FORMERLY
Chauncie M. Pryor NOW OR FORMERLY NOW OR FORMERLY
D.B. 491-329 Luisa C. Beard Ronald G. Overcash
Lot 2 Mattie R. Pryor Property D.B. 2842-027 D.B. 604-808
Tax Parcel #4672655247 Tax Parcel #4672941498 Tax Parcel #4672528618
Cabarrus Co. Registry Cabarrus Co. Registry Cabarrus Co. Registry
10 18 26
NOW OR FORMERLY NOW OR FORMERLY NOW OR FORMERLY
Ronald G. Overcash
Rush T. Rivens Steve L. Taylor & Wf. Susan G. Holme n
D.B. 604-808
D.B. 506-139 D.B. 2616-219 Tax Parcel #4672449044
Lot 1 Mattie R. Pryor Property Tax Parcel #4672941254 arrus Co. Registry
,
TCabarrus Co. Registry 58 Cabarrus Co. Registry 1%?'t
CA A0
t t ' •04?SS10
%
19
: a SEAL
NOW OR FORMERLY NOW OR FORMERLY ..
L-3668
J
Edith M. Rivens William Dwight Harwell & Wf. Jolene Cranshaw
O
D.B. 367-231 D.B. 232-124
.
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'
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?
?
Tax Parcel #4672658143 Tax Parcel #4672934892 ?•?
9
•
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'
0`
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`
Cabarrus Co. Registry Cabarrus Co. Registry SHEET 2 OF 11
10 RQ?`???
+++

I, David R. Garrott, certify that this plat was drawn under my supervision from an actual
P N D ,,SSflll?tN
tVORJTAR LAND SURVEYING, INC.'
survey made under my supervision (deed description recorded in Bouk 4514, page 104, S G 192-A N. CHURCH STREET
etc.); that the boundaries not surveyed are clea rly indicated as drawn from information Q. N -P CONCORD, NC 28025
found in Book n(a, page n/a; that the ratio of precision as calculated is 1.75,040; Q- L
PH 704 721 6651
that this plat was not prepared in accordance w ith G.S. 47-30 as amended. Witness my
original signature, registration number and seat this I Oth day of Nov., A.D.. 2004. Ln FAX [phone]
W E

(t PREPARED FOR.
David R. Garrott, PLS #3668 0
2 Z
i
• • Inc
Greathorn Properties

DRAWN BY: S. Kimrey
NLS NO.: 04101 S

2 0 0

2 .
,
DATE: NOV. 10, 2004 SCALE: 1" = 40' TOWNSHIP NO. 3 CABARRUS COUNTY, NC

LINE BEARING DISTANCE
L1 N 30'34'08" W 3.00'
L2 N 59'25'52" E 10.97'
L3 N 45'45'32" E 13.81'
L4 N 51'13'04" E 17.78'
L5 N 71'30'21" E 19.82'
L6 S 25'36'46" W 20.73'
L7: S 80'17'26" W 20.23'
L8 S 54'13'53" W 13.39'
L9 S 63'41'07"W 11.95'
L10 S 70'19'28" W 5.72'
Lll N 11'54'01"W 17.21'
L12 N 1090'35" E 14.14'
Ll 3 S 88'16'15" E 15.90'
L14 S 28°28'28" W 18.84'
L15 S 02'42'00"W 11.79'
L16 N 66.21'09" W 10.32'
WETLANDS SURVEY
R/W o
MARKER
WETLAND
/ S6 2100-2105
`\i81. -??/. 309.31 sf
l niF 31 0.007 AC
l l l / ok rq
2102 L132103
/ 2101 f 14112104
X132105
? L
R
'k'oro 100
tk
2003AV 2004
2001 2002?•?
?? to
?N U 2003
2000% \ 9
W WETLAND
2000-2004
448.26 sf
0.010 AC
COQ-
61
?0
0
NOW OR FORMERLY
ti
lb =v Martingale Holdings II, LLC
D.B. 4871-054
Tax Parcel #4672634671
Cabarrus Co. Registry
K NAIL O.
30 y
62, / i = Q• .1It,=
?16 SEAL
"s L-3668
Bill REBAR ?0,:
Hs6??
7Og. (TpT/f ?i %???q?Q?gUFtV.?•P0
16.90,
(TpTgCJ / LEGEND
NOW OR FORMERLY
R/ W -RIGHT OF WAY
Ronald G.Overcash 32SS6, NAIL AT THE
D.B. 604-808 Rp T?f) BASE OF
IRON
Tax Parcel #4672449044 ANGLE 60 30 0 60
Cabarrus Co. Registry
SHEET 3 OF 11 BAR GRAPH
I, David R. Garrott, certify that this plat was drawn unJer lily supervisiun lium an auual NORSTAR LAND SURVEYING, INC.
survey nude under my supervision (deed description lLcorded in Buuk 4514, page 104, ? A N D S G 192-A N. CHURCH STREET
etc.). that lire boundaries not surveyed are clearly indicated as drawn hom nJounaw,n Q N G CONCORD, INC 28025
found in Book nj a, page n/a; that the ratio or precision as calculated is I i7s,u40.
that this plat was not prepared in accordance with G.S. 47-30 as amended. Viancss my /1 PH 704 721 6651
original signature, registration number and seal this II Otth day of Nov., A D.. 2004. H W E FAX [phone]
2 PRLPARFD FOR:
David R. Garrott, PlS N3668 2 C)
S ? Greathorn Properties, Inc.
DRAWN BY: S. Kirnrey NLS NO.: 04101
2 p 0 2
DATE: NOV. 10, 2004 SCALE: 1" = 60' TOWNSHIP NO. 3 CABARRUS COUNTY, NC
rWETLANDS SURVEY
S
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PIT 8

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4006/

/
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4004
to
40033

ti 4002
1
j 4001
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LINE BEARING DISTANCE
-
L20 S 89'30'18" E 35.40'
L21 S 62'32'54" E 51.71'
L22 N 74°49'48" E 32.59'
L23 S 35'20'55" E 48.40'
L24 S 73°45'26" E 54.52'
L25 S 66'17'46" E 31.69'
L26 5 64'10'49" E 52.44'
L27 S 51'43'37" E 94.18'
L28 S 75'37'54" E 44.06'
L29 S 36'46'07" E 72.12'
L30 N 88'17'31"'W 1 3.63'
L31 N 53'38'09" W 70.12'
L32 N 58'41'03" W 117.31'
L33 N 75°48'40" W 147.12'
L34 S 84'37'04" W 34.71
L35 S 35'02'30"W 64.23'
L36 S 19'15'39" W 30.59'
L37 S 53'35'05" E 33.54'
L38 S 44'23'26" W 32.04'
L39 S 50°19'19" E 115.26'
NOW OR FORMERLY
Martingale Holdings II, LLC
D.B. 4871-054
Tax Parcel #4672634671
Cabarrus Co. Registry
L?l 122 4011
4010
PIT 4° L24
4012
401
4023} 4022/ME3
L34
4024
25
\a'j
4026
4000/K8 END CH
l
INTERMITTANT
STREAM K5 K6
00
/ G K4
/ 3000/BEG K1 5 K3
i SHILOH-EPH 5 ? K2
? A O M
3001- FJlA3003
NAIL AT THE 3002
BASE OF AN N66, Rfs 0
ANGLE IRON 4j4L, /i6,? 8,, ?"
?V 330 9g o8 yY
NOW OR FORMERLY \
Ronald G. Overcash
D.B. 604-808
Tax Parcel #4672528618
Cabarrus Co. Registry
SHEET ,4 OF 11
7
WETLAND
3000-3003
161.34 sf
0.004 AC
1 " ROD

4014
*---,.?6
L33-----_
4021
WETLAND
4000-4026
26674.05 sf
0.612 AC
4015
4016
<32 L28 4017
4020 ?ca9
4018
4019 °L30
mot.. ?'''9
NOW OR FORMERLY
Martingale Holdings II, LLC
D.B. 4871 -054
Tax Parcel #4672634671
Cabarrus Co. Registry
``????ttl?tltttt?i
?N C AROI
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,- L-3668 a
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?? R'G AaP?,,
I, David R. Garrott, certify that this plat was drawn under my supervision from an actual
survey made under my supervision (deed description recorded in Book 4514, page 104,
etc.); that the boundaries not surveyed are clearly indicated as drawn from information
found in Book n/a, page n/a; that the ratio of precision as calculated is 1:75,040,
that this plat was not prepared In accordance with G.S. 47-30 as amended. Witness my
original signature, registration number and seal this 10th day of Nov., A.D., 2004.
David R. Garrott, PLS #3668
DRAWN BY: S. Kimrey NLS NO.: 04101
DATE: NOV. 10, 2004 SCALE: I"= 100'
?PND
N S ?
?. P
Q' L
W E
o z
y C)
• S •
0 0 2
INTERMITTANT
STREAM
ME 2°
100 50 0 100
BAR GRAPH
STAR LAND SURVEYING,
192-A N. CHURCH STREET
CONCORD, NC 28025
PH 704 721 6651
FAX [phone]
PREPARED FOR:
Greathorn Properties, Inc.
TOWNSHIP NO. 3 CABARRUS COUNTY, NC'
LINE BEARING DISTANCE
Ll N 50°44'01" E 9.11'
L2 N 01'55'00" W 1 5.74'
L3 N 45'11'40" E 16.82'
L4 N 1 1'18'00" E 22.25'
L5 N 70'56'08" E 33.93'
L6 N 47'59'25" E 30.58'
L7 N 57°10'25" E 26.63'
L8 N 00'32'16" W 13.76'
L9 N 58'34'17" E 30.21'
L10 N 34'05'14" E 21.04'
Ll 1 N 23'37'01" W 42.44'
L12 S 80'57'00" W 18.41'
L13 N 35'50'40" W 20.93'
L14 N 05'56'12" E 29.89'
L15 N 08'32'26" E 39.12'
L16 N 19'38'09" W 46.62'
L17
°07'52" W
N 21
76.27'
L1
8
'53'26" E
N 14
22.25'
Ll
9 N 83'00'00" E 19.93'
LINE BEARING DISTANCE
Ll S 52'47'16" E 50.06'
L2 N 83'44'00" E 65.00'
L3 S 75'52'47" E 50.00'
L4 S 72'31'37" E 13.78'
L5 S 78'33'12" E 59.75'
L6 N 49'26'33" E 15.49'
L7 N 59'14'57" E 4.43'
L8 N 81'55'44" E 46.36'
L9 S 54'13'42" W 29.93'
L10 S 27'43'44" W 5.95'
Ll 1 N 83'31'04"W 34.65'
L12 S 25'24'46" E 67.71'
W S SURVEY
0
a-
.r
NOW OR FORMERLY o
TIE ONLY UNICA UBO PIT 3?
D.B. 4S14-104 1
\ \ Lot S J.A. Earnhardt Estate I
M.B. 4, PG. 44 1
\ Tax Parcel #4672652831
Cabarrus Co. Registry j
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NOW OR FORMERLY \ 1
1
Martingale Holdings II, LLC
D.B. 4871 -054
Tax Parcel #4672634671 ?Q? \ \
9° Cabarrus Co. Registry 6,>-
'9 3?0,"
i 01, wL4 LS \ I
p9° ! \
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'9
S 89'34'36" E L2 L3 S 87'25'00" E I
N6
?\\\93.97'
INTERMITTANT 127.23 \,32p1"1V
STREAM Z
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11" ROD
V ??_57 1 `+,tlt1i11111f1??, `?? 9,
5000 NOW OR FORMERLY \
Cagp L8 5002 Martingale Holdings II, LLC
???aOP•'FESS%O??y-9?•'? _\? D.B. 4871-054 \
Q ti 5004 ll 1 0<? Tax Parcel #4672634671
Cabarrus Co. Registry
« 44 SEAL \6
2 5003 \
r' L-3668 WETLAND 5006 PIT 6
• : y ,p:
0-%40 r5%jv, ?.•? 643.37 sf
?'s,9?ip R 'G 0++`+? 0.015 AC
???hl nt I t t t+???
100j 50 0 100
BAR GRAPH
I, David R. Garrott, certify that this plat was drawn under my supervision from an actual
survey made under my supervision (deed description recorded in Book 4514, page 104,
etc.); that the boundaries not surveyed are clearly indicated as drawn from 11/10111131/011
fuund in Book n(a, page n/a; that the ratio of precision as calculated is 1,7S,U40.
that this plat was not prepared in accordance with G.S. 47-30 as amended Willi-s my
original signature, registration number and seal this I Oth day of Nov., A.U., 2004.
David R. Garrott, PLS #3668
DRAWN BY: S. Dyer I NLS NO.: 04101 1
DATE: JAN 1, 2004 l SCALE: 1" = 100'
CAD
00
LEGEND
® - SANITARY SEWER MANHOLE
SHEET 5 OF 11
NORSTAR LAND SURVEYING,
192-A N. CHURCH STREET
L CONCORD, NC 28025
1m PH 704 721 6651
FAX [phone]
Z/ I PREPARED FOR
Greathorn Properties, Inc.
TOWNSHIP NO. 3 CABARRUS COUNTY, NC
WETLANDS SURVEY
CURVE RADIUS ARC LENGTH
Cl! 20.00' 28.54'

1
1
1
1

1
I
1
1

1
1
I
I
1
I

1

I
1
1

OW OR FORMERLY 1
I
1
1
1
i
1
Martingale Holdings 11, Inc.
D.B. 4871-054
0
I
Tax Parcel #4672634671 p
Cabarrus Co. Registry 1
{
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Ir"
1
1
1
1
I
1
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100 50 0
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BAR GRAPH
V1? 1 1/4'

a ?

rv S6S062
? 460 )8'3 F\
?4
PIT 7
ti
0
PERENIAL
STREAM
ID
NOW OR FORMERLY
BRIDGE Martingale Holdings 11, Inc.
D.Q. 4871-054
Tax Parcel 94672830738
Cabarrus Co. Registry
w
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?,???ur??l?yrh
SEAL w
r- L-3668
O .9 -Ltd .?
d do s?AV?.•a-<' ,
L
-41
120.00' 1888.72'
N 88°09'20" W 2008.72' (TOTAL) ?? -
NOW OR FORMERLY
William Jerry Irvin
D.B. 2149-265
Tax Parcel #467282S620
Cabarrus Co. Registry
SHEET 6 OF 1 l
I, David R. Garrott, certify that this plat was drawn under my supervision from an actual
survey made under my supervision (deed description recorded in Book 4514, paye 104,
etc.); that the boundaries not surveyed are clearly indicated as drawn from information
found in Book n/a, page n/a; that the ratio of precision as calculated is 1.75,040;
that this plat was not prepared in accordance with G.S. 47-30 as amended. Witness illy
original signature, registration number and seal this 10th day of Nov., A.D., 2004.
0e al- n??
David R. Garrott, PIS #3668
DRAWN BY: S. Kimrey NLS NO.: 04101
DATE: NOV. 10, 2004 SCALE: 1" = 100'
?p ND S
N Ci
Q' L
rn
ce W E {
O 2
2 C)
• S •
2 0 0 2
STAR LAND SURVEYING,
192-A N. CHURCH STREET
CONCORD, NC 28025
PH 704 721 6651
FAX [phone]
PREPARED FOR:
Greathorn Properties, Inc.
TOWNSHIP NO. 3 CABARRUS COUNTY, NC I
CHORD LENGTH CHORD BEARING
26.18' N 29'47'28" E -
I
I
NOW OR FORMERLY 6
Edith M. Rivens -17
D.B. 367-231
Tax Parcel #4672658143 °
' Cabarrus Co. Registry
LINE
ARING
BE
DISTANCE
Ll
28'15'15" E
N
25.00'
L2
35'27'57" W
N
25.00'
L3
17'57'24" E
N
44.48'
L4
10'36'49" E
N
28.63'
L5
11'59'18" E
N
51.96'
L6
1841'49" E
N
38.42'
L7
33'52'22" W
N
30.14'
L8
16'04'31" E
N
160.18'
L9
11'16'27" W
N
42.13'
L10
16'1 5'36" E
N
100.68'
Lt1
1 5'47'13" E
N
35.54'
L12
03'09'23" f
N
50.00'
L13 N
11'22'49" E
31.57'
L1
4

37'13'15" E
N

54.72'
L1
5 N 1 1'05'32"W 58.05'
I
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1000
WETLANDS
1007/1107 0)
17714.58 sf v
0.407 AC
1001
1002
1003
LINE BEARING DISTANCE
L1 N 63'41'25'W 20.70'
L2 S 76'21'22" W 10.80'
L3 N 81'14'49" W 51.46'
L4 N 67°19'45" W 34.12'
L5 N 10'08'50" W 18.37'
L6 N 45'43'08" W 86.79'
L7 N 56'00'44" E 17.59'
L8 N 46'50'50" E 45.09'
L9 N 23'23'23" E 103.39'
110 S 63'34'49" E 19.75'
Ll 1 S 02'37'52" W 29.01'
L12 S 15°04'52" E 53.1 1'
L13 S 18'46'14" E 31.33'
L14 S 00°38'10" E 33.22'
L15 S 02°05'03" W 28.13'
L16 S 58°52'10" E 55.00'
L17 S 02'41'32" E 33.42'
L18 S 12°32'06" E 34.06'
NOW OR FORMERLY
t1NICA, LIBO
D.B. 4514-104
Lot 5 J.A. Earnhardt Estate
M.B. 4, PG. 44
Tax Parcel #4672652831
Cabarrus Co. Registry
100 50 0 100
-a
BAR GRAPH
i
I, David R. Garrott, certify that this plat was drawn under my supervision from an actual
survey made under my supervision (deed description recorded in Book 4514, page 104,
etc.); that the boundaries not surveyed are clearly indicated as drawn from information
found in Book nja, page n/a; that the ratio of precision as CAILUlaled is 1.75.040:
that this plat was not prepared in accordance with G.S. 47-30 as amended. Witness my
original signature, registration number and seal this 10th day of Nov., A.D., 2004.
David R, Garrott, PLS x3668
DRAWN BY: S. Kimrey NLS NO.: 04101
DATE: NOV. 10, 2004 SCALE: 1" = 100'
11WET SURVEY
NOW OR FORMERLY
Frank W. Chapman 8, WE Barbara
D.B. 593-739
S61. Lot 4 J.A. Earnhardt Estate 4
67' M.B. 4, PG. 44
!S?)"F Tax Parcel #4672668663
6? .oo Cabarrus Co. Registry
SHEET 7 OF 1 1
?p.ND ,
Q. N _P
Q' L
C4 W E
O 2
• S •
0 0 2
I NOW OR FORMERLY
Castella R. Davidson
D.B. 367-234
Tax Parcel #4672760059
Cabarrus Co. Registry
`,,11111111//j?
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9
aQ SEAL 9<
1111 5t
r L•3668 Q: •"
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co
NOW OR FORMERLY
Gladys R. Henderson
D.B. 367-240
Tax Parcel #4672750945
Cabarrus Co. Registry
NOW OR FORMERLY
Essie R. Talbert
D.B. 367-237
Tax Parcel #4672750746
Cabarrus Co. Registry
RSTAR LAND SURVEYING, INC.
192-A N. CHURCH STREET
CONCORD, NC 28025
PH 704 721 6651
FAX [phone]
PREPARED FOR:
Greathorn Properties, Inc.
TOWNSHIP NO. 3 CABARRUS COUNTY, NC
10
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LINE BEARING DISTANCE
Ll N 33'07'36" E 59.03'
L2 N 19'52'25" E 45.32'
L3 N 35'22'11" E 61.92'
L4 N 18'57'00" W 15.97'
L5 N 62'59'30" E 26.72'
L6 N 37'56'53" E 56.67'
L7 N 45'42'41" E 38.91'
L8 ! N 45'56'33" E 49.97'
L9 N 68'47'07" E 74.90'
1-10 N 69°30'43" E 30.68'
L11 N 26'32'10" E 26.38'
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t, David R. Garrott, certify that this plat was drawn under my supervision from an actual NORSTAR LAND SURVEYING
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that this plat was not prepared in accordance with G.S. 47-30 as amended. Witness my PH 704 721 6651
original signature, registration number and seal this I Oth day of Nov., A.D., 2004. to FAX [phone]
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I, David R. Garrott, certify that this plat was drawn under my supervision from an actual
survey made under my supervision (deed description recorded in Book 4514, page 104.
etc.l: that the boundaries not surveyed are clearly indicated as drawn from information
found in Book n/ a, page n!a; that the ratio of precision as calculated is 1.75,040;
that this plat was not prepared in accordance with G.S. 47-30 as amended. Witness my
original signature, registration number and seal this I Oth day of Nov., A.D., 2004.
David R. Garrott, PLS #3668
DRAWN BY: S. Kimrey NLS NO.: 04101
DATE: NOV. 10, 2004 SCALE: 1" = 100'
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RSTAR LAND SURVEYING, INC.
192-A N. CHURCH STREET
CONCORD, NC 28025
PH 704 721 6651
FAX [phone]
PREPARED FOR:
Greathorn Properties, Inc.
TOWNSHIP NO. 3 CABARRUS COUNTY, NC
WETLANDS SURVEY
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1, David R. Garrott, certify that this plat was drawn under my supervision from an actual
survey made under my supervision (deed description recorded in Book 4514, page 104,
etc.); that the boundaries not surveyed are clearly Indicated as drawn from information
found in Book n1a, page nia; that the ratio of precision as calculated is 1:75,040;
that this plat was not prepared in accordance with G.S. 47-30 as amended. Witness my
original signature, registration number and seal this I Oth day of Nov., A D., 2004.
oa.1 &
David R. Garrott, PCs #3668
DRAWN BY: S. Kimrey NLS NO.: 04101
DATE: NOV. 10, 2004 SCALE: 1" = 100'
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STAR LAND SURVEYING, INC.
192-A N. CHURCH STREET
CONCORD, NC 28025
PH 704 721 6651
FAX [phone]
PREPARED
Greathorn Properties, Inc.
TOWNSHIP NO. 3 CABARRUS COUNTY, NC
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Ll N 55°52'01" W 21.79'
L2 S 17°37'36" E 57.71'
L3 S 29°16'59" E 64.07'
L4 S 30°00'58" E 67.12'
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Tax Parcel X4672720217
Cabarrus Co. Registry
SHEET I 1 OF 11
I, David R. Garrott, certify that this plat was drawn under my supervision from au actual
survey made under my supervision (deed description recorded in Book 4514, pays 104,
etc.): that the boundaries not surveyed are clearly indicated as dravm from udunnauon
found in Book na, page nla: that the ratio of precision as caludatcd is 1:75,040,
that this plat was not prepared in accordance with G.S. 47-30 as amended. Witness my
original signature, registration number and seal this 10th day of Nov., A.D., 2iio4.
David R. Garrott, PLS #3668
DRAWN BY: S. Kimrey NLS NO.: 0+101
DATE: NOV. 10, 2004 SCALE: i" I00'
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REBAR

NOW OR FORMERLY 11 ?6 \ John Woodley Wallace, Sr.
D.B. 708-1 83
Tax Parcel 94672723348
1 \ Cabarrus Co. Registry
NORSTAR LAND SURVEYING, INC
192-A N. CHURCH STREET
CONCORD, NC 28025
PH 704 721 6651
FAX [phone]
PREPARED FOR
Greathorn Properties, Inc.
TOWNSHIP NO. 3 CABARRUS COUNTY, NC
139i29/2004 1E: 56 7047215905 ROBBItis PAGE 01
WHI
Wetland and Natural Reaour"
Consultants. Inc.
Department of the Army
Wilmington DistricL Corps of Engineers
Attn: Ken Jolly, Chief Regulatory Division
PO Box 1840
Wilmington, North Carolina, 28.402-1890
-and-
NC Division of Witter Quailty
Attn: John Dornsy
2321 Crabtree Blvd
Raleigh. North Carolina. 276154-2260
rL
1. rho current landowner of the property identified below. hereby authorize Wetland and Nmural
Resource Consular:, Inc. to act on my behalf as nny agent during the processing of persnito to impact
Wetlands and Waters of the US that are regulated by the Clean Water Act and the Rivers and Harbors
Act
Federal and State agerrts are authorbmd to be on said property when accompanied by Wedand and
Natural Resource Cooaularim Inc. gaff.
Wetland and Natural Resource Consultants. Inc. is authorized to provide supplemental information
needed for permit processing at the request of the Corps or DWQ.
Property Owner / Applicant: dµ"? ??Q } S
Project Name: S44 11..0 l? w /-xkyA. Vii] Jcok? S) a L- l iJ 2 S ! ?7
Address 3 ?l7{?77? NUj.?
Address ?IJ C?-Q L ZD??7
Phone Number: V dfA r p o
Property Location: P w Ck(6" eFN 5 CWWTI r L N• O A-
Owners Signature.
Date: O
Nail m Oft-2 41de Off-
FRO Box 224 wnrinccom 217 Pargjon Parkwa)s 0142
Nswton, NC 23658 Clyde. NC 28721
EM-165-3035 828-648. WI
B2"S-3050 Fax I 828.648-8801 fax
O?pF W ATF9QG Michael F. Easley, Governor
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
May 2, 2006
Cabarrus County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Wetland and Natural Resource Consultants, Inc
Attn: Tamp Bandy
11 South College Avenue
Newton, North Carolina 28658 i - p t?-
Subject Property: Waterford SD_Shiloh Church Road Tract P4aY 2??6
Agent Authorization
F, ( -\U! Y
REQUEST FOR MORE INFORMATION Wrw1i
Dear Mr./Ms. Bandy:
On May 1, 2006 the Division of Water Quality (DWQ) received your application dated April 27, 2006, to
'impact 320 feet of perennial and intermittent streams to construct the proposed Waterford Subdivision.
The DWQ has determined that your application was incomplete and/or provided inaccurate information
as discussed below. The DWQ will require additional information in order to process your application to
impact protected wetlands and/or streams on the subject property. Please provide the following
information within three weeks of the date of this letter so that we may set up and review your project.
Failure to do so will move us toward denial of your application as required by 15A NCAC 2H.0506.
Additional Information Requested:
1. Agent Authorization
DWQ requires the name and address of an individual as "Owner/Applicant" to enter the project
into the database. The cover letter indicated an agent authorization form was contained within the
application package; however, one could not be located.
Please contact the DWQ within three weeks of the date of this letter to verify that you have received this
letter and that you remain interested in continuing to pursue permitting of your project and will be
providing the DWQ the requested information at a later date. Please contact me in writing. If we do not
hear from you within three weeks, we will assume that you no longer want to pursue this project and we
will consider the project as withdrawn. We are returning the entire package to WNR.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Mr. Ian McMillan or Ms. Cyndi Karoly at 919-733-
1786 if you have any questions regarding or would like to set up a meeting to discuss this matter.
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: httn://h2o.enr.state.nc.us/ncwedands
N f Carolina
Naturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/] 0% Post Consumer Paper
?` O` - <,9Q Michael F. Easley, Uovemor
` 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
May 2, 2006
Cabarrus County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Wetland and Natural Resource Consultants, Inc
Attn: Tamp Bandy
11 South College Avenue
Newton, North Carolina 28658
Subject Property: Waterford SD_Shiloh Church Road Tract
Agent Authorization
REQUEST FOR MORE INFORMATION
Dear Mr./Ms. Bandy:
On May 1, 2006 the Division of Water Quality (DWQ) received your application dated April 27, 2006, to
impact 320 feet of perennial and intermittent streams to construct the proposed Waterford Subdivision.
The DWQ has determined that your application was incomplete and/or provided inaccurate information
as discussed below. The DWQ will require additional information in order to process your application to
impact protected wetlands and/or streams on the subject property. Please provide the following
information within thr-.e weeks of the date of this letter so that we may set up and review your project.
Failure to do so will move us toward denial of your application as required by 15A NCAC 2H.0506.
Additional Information Requested:
1. Agent Authorization
DWQ requires the name and address of an individual as "Owner/Applicant" to enter the project
into the database. The cover letter indicated an agent authorization form was contained within the
application package; however, one could not be located.
Please contact the DWQ within three weeks of the date of this letter to verify that you have received this
letter and that you remain interested in continuing to pursue permitting of your project and will be
providing the DWQ the requested information at a later date. Please contact me in writing. If we do not
hear from you within three weeks, we will assume that you no longer want to pursue this project and we
will consider the project as withdrawn. We are returning the entire package to WNR.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Mr. Ian McMillan or Ms. Cyndi Karoly at 919-733-
1786 if you have any questions regarding or would like to set up a meeting to discuss this matter.
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htta://h2o.enr.state.nc.us/ncwetlands
No Carolina
?turldy
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
UNITED STATES POSTAL SERVICE

• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
First-Class Mail
Postage & Fees Paid
USPS
Permit No. G-10
?..i1 l: ?• ?IIIl?Illilil?llliftFl?tt?liltllt?ll!lI111l??iiiili?ltll!l111!
Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery Is desired.
Print your name and address on the reverse
so that we can return the card to you.
Attach this card to the back of the mailpiece,
or on the front If space permits.
1. Article Addressed to:
]Vetland and Natural Resources
Attn: Tamp Bandy
1 South College Avenue
lewton,NC 28658
,abarrus County
A Sig i?'^?
X ? Agent
_ ? Addresse
Received by (Printed Name) C. Date of Deliver
1
??rt\rm --'K IO&IN,
D. Is delivery address diffe nt m it 1? s
If YES, enter delivery ss belQ? N
3. Service type
A Certified Mail Express Mail
13 Registered Return Receipt for Morchandis
13 Insured Mail 1] C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
!. Article Number I
f
(Transfer from sorvlco laboo ?005 1160 0000 9954 633?
IS Form 3811. February 2004 Domestic Return RecoiDt 102535-02-M-15