20060091 Ver 1_COMPLETE FILE_20060113

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bmwa
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
February 7, 2006
DWQ# 06-0091
Mecklenburg County
Mr. John Robbins
Martingdale Holdings, LLC
1225 Odell School Rd.
Concord, NC 28027 ?n
U
Subject: Mayes Road, Davidson FEB 1 3 206
5g DEN/? V?gTER
APPROVAL of 401 Water Quality Certification with Additional Condition, MDSTOR AL/T y H
Ecosystem Enhancement Program (EEP) MWA Rd
Dear Mr. Robbins:
You have our approval, in accordance with the attached conditions and those listed below, to impact
244 linear feet (If) of unnamed stream to the South Prong West Branch Rocky River in order to construct the
Mayes Road Subdivision in Mecklenburg County, as described in your application received by the Division of
Water Quality (DWQ) on January 5, 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/ncwetl2nds. 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.
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/ncwetlands.
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 activ OneeCarolina
?1 afirra!!J
North Carolina Division of Water Quality 610 East Center Ave., Suite 301 Mooresville, NC 281 15 Phone [phone] Customer Service
Intemet: h2o.enr.state.nc.us FAX [phone]
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
I
5. We understand that you have chosen to contribute to the Ecosystem Enhancement Program (EEP) in order
to compensate for the impacts to streams. In accordance with 15A NCAC 2R .0402 and 15A NCAC 2B
.0242(7), this contribution will satisfy our compensatory mitigation requirements under 15A NCAC 2H
.0506(h) and 15A NCAC 2B .0233(10). Until the EEP receives and clears your check (made payable to:
DENR - Ecosystem Enhancement Program), the stream impacts shall not occur. Ms. Carol Shaw should be
contacted at [phone] if you have any questions concerning the EEP. You have one month from the
date of this Certification to make this payment. For accounting purposes, this Certification authorizes the
temporary impact of 0.094 acre of wetland and 244 linear feet of perennial streams in the Yadkin River Basin,
(Cataloging Unit 03040105); and 120 linear feet of stream mitigation is required. Please be aware that the
EEP rules require rounding of stream impacts to the nearest foot and wetland impacts to the nearest quarter
acre (15A NCAC 2R.0503(b)).
6. 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.
7. 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.
8. 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.
9. 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.
10. 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.
11. Continuing Compliance. The applicant (Martingdale Holdings, III LLC, John Robbins) 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 2H.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.
f
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
Cyndi Karoly, Wetlands Unit
Tamp Bandy
Central Files
A
NORTH CAROLINA-DIVISON OF WATER QUALITY
401 WATER QUALITY CERTIFICATION
SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS
06-0091
In accordance with 15A NCAC 2 H .0500, Martingdale Holdings III, LLC has permission as outlined below
to temporarily impact 0.094 acre of wetlands and 244 linear feet of stream in order to construct the Mayes
Road Subdivision in Mecklenburg County, North Carolina. All activities associated with these authorized
impacts must be conducted with the conditions listed in the attached certification. THIS CERTIFICATION IS
NOT VALID WITHOUT THE ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENT: ECOSYSTEM ENHANCEMENT PROGRAM
LOCATION:
COUNTY:
13511 Mayes Road, Davidson
Mecklenburg
BASIN/SUBBASIN Catawba (03040105)
Impacts:
120 linear feet of perennial streams
0.094 acre of wetland
As required by 15A NCAC 2H .0506, and the conditions of this certification, you are required to
compensate for the above impacts through the restoration, creation, enhancement or preservation of wetlands
as outlined below prior to conducting any activities that impact or degrade the waters of the state.
Mitigation:
120 linear feet of perennial streams by EEP required for the 401 Water Quality Certification. In
correspondence dated February 1, 2006, the EEP indicated that 120 linear feet of stream mitigation will be
conducted by EEP if available within the cataloging unit. More may be required if mitigation is required outside
the unit.
Note: Linear foot requirements proposed to be mitigated through the Ecosystem Enhancement Program
must be rounded to the nearest foot and acreage requirements must be rounded to one-quarter acre
increments according to 15 2r .0503(b).
One of the options you have available to satisfy the compensatory mitigation requirements is through
the payment of a fee to the Ecosystem Enhancement Fund per NCAC 2R .0503. If you choose this option,
please sign this form and mail it to the Ecosystem Enhancement Fund at the address listed below. An invoice
for the appropriate amount of payment will be sent to you upon receipt of this form. PLEASE NOTE, THE
ABOVE IMPACTS ARE NOT AUTHORIZED UNTIL YOU RECEIVE NOTIFICATION THAT YOUR PAYMENT
HAS BEEN PROCESSED BY THE EEP.
Signature
Date
ECOSYSTEM ENHANCEMENT PROGRAM
DIVISON OF WATER QUALITY
1619 Mail Service Center
RALEIGH, N.C. 27669-1619
Triage Check List
Date: 1/17/06
To:
Alan Johnson, Mooresville Regional Office
60-day Processing Time: 1/05/06 - 3/06/06
Project Name: Mayes Road SD
DWQ#: 06-0091
County: Mecklenburg
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!
JAN 1 3 2006 ALL
WMI& ti
Wetland and Natural Resource A'
C «? ....,
YlET1NJDS A140 STORtMAT1:R BRANCH
Consultants, Inc.
December 28, 2005
U5 ACE, Asheville Regulatory Field Office
Attn: Ms. Amanda Jones 2 0 0 6 0 0 9 1
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006 "JI
JAN 0 5 2006 ?????JJJ
Re: Greathorn Properties, Mayes Road Tracts (+/-62 acres) DENR W,
AID # 053
County, NC (Tax PIN's: 00716208-10) ?5?
Mecklenburg STM4; Sp.W8
Permit Application
Dear Ms. Jones:'"
I
The purpose of this correspondence is to request that a Nationwide Permit 39 be issued for the
above referenced property. Impacts are less than 1/10th acre of wetlands and less than 150 linear
feet of perennial streams. Two road crossings account for the total impacts of 0.094 acres of
wetlands and 244 linear feet of streams (113 linear of impact to an intermittent/unimportant
stream, leaving 131 linear feet of impact to perennial streams). See the attached photos and
stream forms for stream classifications. Also attached are a copy of the signed wetland
delineation survey maps, agent authorization, pictures, and the permit application. Preservation of
all remaining wetlands and streams onsite is proposed for mitigation, since the stream impacts are
less than 150 linear feet when the intermittent/unimportant streams are not included.
Your prompt consideration to this permit application is greatly appreciated. Please feel free to call
with any questions that you may have.
Respectfully submitted,
Tamp Bandy
828-302-3437
Cc: NCDWQ
Attn: Ms. Cyndi Karoly
2321 Crabtree Blvd., Suite 250
Raleigh, NC 27604-2260
Newton Office Canton Office
PO Box 224 wnrinc.com PO Box 882
Newton, NC 28658 Canton, NC 28716
828-465-3035 828-648-8801
828-465-3050 Fax [phone] Fax
Needed Information for Jusidictional & Permit Requests:
Name, Mailing Address, Phone Number of Owner/Applicant
Name: John Robbins
Company: Martingdale Holdings III LLC
Address: 1255 Odell School Road
Concord, NC 28027
Phone: [phone]
Street Address of Project
13511 Mayes Road
Waterway
UT to South Prong West Branch Rocky River
Basin
Yadkin River
City
Davidson
County
Mecklenburg
Decimal Degree Coordinate Location of Project Site
35.4602 N 80.8137 W
USGS Quadrangle Name
Cornelius
prev?vas AID 't LOVS

U.S. AR1tiIY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200531685 Countv: Mecklenburg U.S.G.S. Quad: Cornelius
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: 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 site is located on the north side of
iviaves Road. north of Charlotte. Mecklenburg County, North Carolina.
Indicate Which of the Following Appiv:
Based on preliminary information, there may be stream channels and 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 stream channels and 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 stream channels and 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.
The stream channels and 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.
Y The stream channels and wetlands have been delineated and surveyed and are accurately depicted on the
plat signed by the Corps Regulatory Official identified below on June 3, 2005. 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: ? r
Corps Regulatory Official: rkut"'-'t' Date Time 3, 2005 (1 Expiration Date June 3, 2010
Page 1 of 2
Action Id. 200531685
Placement of dredged or till 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 328-
271-7980 s. 231.
Basis For Determination: The site contains wetlands as determined by the USACE 1987 Wetland Delineation
iManual and is adjacent to stream channels located on the property. The stream channel on the property is an
unnamed tributary to South Prong of West Branch, which flows into the Yadkin River and ultimately flows to the
Atlantic Ocean through the Winyah Bay in South Carolina.
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.
CF: VV-NR, Attn: Tamp Bandy, P.O. Box 224, Newton, NC 28658
M
Wetland and Natural Resource
Consultants, Inc.
Department of the Army
Wilmington District, Corps of Engineers
Attn: Ken Jolly, Chief Regulatory Division
PO Box 1890
Wilmington, North Carolina, 28402-1890
-and-
NC Division of Water Quality
Attn: John Dorney
2321 Crabtree Blvd.
Raleigh, North Carolina, 27604-2260
i
I, the current landowner of the property identified below, hereby authorize Wedand and Natural
Resource Consultants, Inc. to act on my behalf as my agent during the processing of permits 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 agents are authorized to be on said property when accompanied by Wetland and
Natural Resource Consultants, Inc. staff.
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: ? O ? N ??? t Y\ S
Project Name: N\q?H.e-S '?A, S Lk?zd I' %i Nk
Address: I I S S dae-[ \ 2&0
Address: CZ V?C-o-ra N C- 2? () ?"']
Phone Number: I'0 H- VG -'3Z 0 o
Property Location: O607tG Z( '% 2.09 -7-1 0 M,:?- C( LiKD!!j4)XC-j
/ -,- wu ?J7y
Owners Signature:
Date: 3
Newton Office Cyde Office
PO Box 224 wnhnccom 217 Paragon Parkway, #142
Newton. NC 28658 Clyde, NC 28721
828-465-3035 828-648-8801
828-465-3050 Fax [phone] Fax
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. 2 0 0 v^ 0 0 9 1
(if any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland 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: ?
II. Applicant Information Lq@RD lIR D
D
1. Owner/Applicant Information JAN 0 5 2006
Name: See attached agent authorization
Mailing Address: DENR - WATER QUALTY
WETLANDS AND STORMWATER E3RA4CH
Telephone Number: Fax Number:
E-mail Address:
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 Colleize Avenue
Newton, NC 28658
Telephone Number: 828-302-3437 Fax Number: 828-465-3050
E-mail Address: wnrincnaol.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
Page 1 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: Mayes Road Tract
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 00716208, 00716209, 00716210
4. Location
County: Mecklenburg Nearest Town: Davidson
Subdivision name (include phase/lot number):N/A
Directions to site (include road numbers/names, landmarks, etc.): From Davidson, head
southeast on Concord Rd. (turns into Davidson Concord Rd.). Turn right on Barnhardt Rd.
and then left on Mayes Rd. The site will be approximately 0.5 miles on the left.
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): 35,4602 °N 80.8137 °W
6. Property size (acres): +/- 62 acres
7. Name of nearest receiving body of water: UT South Prong West Branch 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
including some residential areas.
Describe the overall project in detail, including the type of equipment to be used: The project
will involve the construction of roads and lots associated with a housing development.
equipment will be used.
Bulldozers, trackhoes, and other grading
Page 2 of 8
Explain the purpose of the proposed work: The project will provide road infrastructure and
lots for a housing development which 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 200531685) signed
June 3. 2005.
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: Two road crossings account for the two
stream and two wetland impacts.
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)
Wetland Impact I Road Crossing Bottomland No 80 .065
Wetland Impact 2 Road Crossing Bottomland No 55 .029
Page 3 of 8
Total Wetland Impact (acres) .094
2. List the total acreage (estimated) of all existing wetlands on the property: 2.4
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, multlt)ly length X width, then divide by 43,560.
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact
IPerennial ntermittent. t? Average
Stream Width
Before Im act Impact
Length
(linear feet) Area of
Impact
(acres)
Stream Crossing I South Prong West road crossing Perennial 3 131 .009
Branch Rocky Riv.
Stream Crossing 2 South Prong West road crossing Intermittent 2 113 .005
Branch Rocky Riv.

Total Stream Impact (by length and acreage) 244 .014
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. dredaina. floodine. drainaue, bulkheads, etc.
Open Water Impact
Site Number
(indicate on ma) Name Waterbody
applicable) )
(if ap
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) N/A
5. List t:
ie cumulative impact to all Waters of the U.S. resulting trom the ro ect
Stream Impact (acres): •014
Wetland Impact (acres): .094
Page 4 of 8
Open Water Impact (acres): N/A
Total Impact to Waters of the U.S. (acres) .108
Total Stream Impact (linear feet): 244
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 minimal and
stream crossing 2 will be imnactine 113 linear feet of an intermittent unimportant channel. The
road crossings are needed to access high Bound and to meet local zoning requirements.
VIII. Mitibation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
Page 5 of 8
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://l12o.enr.state.nc.us/ncwetIands/stnngide.litm1.
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.
There will be on site preservation of the entire remaining portions of streams on the
property. There will also be buffers placed along the streams and +/- 14 acres of open space
adjacent to the preserved wetlands. This preservation should suffice for mitigation, since a
good portion of the impacts are to intermittent/unimportant streams.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
(919) 71-0476 to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/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)
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 3
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 ?
X.
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 ?
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 213 .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.
XI.
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 213.0242 or.0244, or.0260. N/A
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 is anticipated to be less than
20%. Vegetated swells to be utilized alongside roads.
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.
Sanitarv Sewer to be used.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2 o. en r. state.nc.us/ncwetlands. If no, please provide a short narrative description: The site
will not promote additional development because it is bordered by residential homes on one side,
Matthews Mint Hill Road on another and the lake on another.
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
/?/r6
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 3
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date- Oc C. Zoc ' Project: A'f? I'k-'L DeY' " S JU, Latitude:
am e Site. M r KJAS4. ?Afl/.t 1 Longitude: Ir'A f cGI
Evaluator: Fc,rKt,?? Te !c ?
J
Total Points:
Stream is at least intermittent ?i i County, N\eLic 1 e-hbut- ee..9 Quad Name•
if2 19 or perennial if? 30 ?Or i t~S
A. Geomorphology (Subtotal = ((D. S) I Absent Weak Moderate Strong
1'. Continuous bed and bank 0 1 2 y
2. Sinuosity 0 1 2 3
3. In-channel structure: riffle-pool sequence 0 1 3
4. Soil texture or stream substrate sorting 0 1 2 3
5. Active/relic floodplain 0 1 2 I 3
6. Depositional bars or benches 0 1 2 1 3
7. Braided channel 0 1 2 3
8. Recent alluvial deposits 0 1 2 3
9' Natural levees 0 1 2 3
10. Headcuts 0 ! 1 2 3
11. Grade controls 0 0.5 Q 1.5
12. Natural valley or drainageway 0 075 1 1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
No = 0
Yes =Q 1
Man-made ditches are not rated: see discussions in manual
R Hvdroloav (Subtotal = 1
14. Groundwater flow/discharge 0 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel - dam, or gro.-Anr: seas-0n
16. Leaflitter 0

1.5 1

1 2O

0.5 I 3

0 --
17. Sediment on plants or debris I 0 1 0.5 1 1.5
18. Organic debris lines or pilos (Wrack lines) 1 0 .5 1 1.5
19. Hydric soils (redoximorphic features) present? No = 0 1 Yes = 1.5
C. Biology (Subtotal = q .S )
20°. Fibrous roots in channel 3 2 0
21 . Rooted plants in channel 2 1 1 0
22. Crayfish 0-7 1 1.5 1
23. Bivalves 1 2 1 3 !
24. Fish 0 0.5 1 1.5
25. Amphibians 0 0.5 1 1 1.5
26. Macrobenthos (note diversity and abundance) 0 0.5 1 1.5
27. Filamentous algae; periphyton 1 0 1 1 2 1 3
28. Iron oxidizing bacteria/fungus. 1 1 0.5 1 1.5
29 . Wetland plants in streambed I FAC = 0.5; FACW = 0.75; OBL = 1.5 SAV = 2.0; Other 0
Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Sketch:
Notes: (use back side of this form for additional notes.)
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: Project: f?C1- Latitude: L
tl nn
/z h S /Os- ,ti rrosG1r1
urt 61??K KfM1 't 1
Evaluator: Site. ROGVP c u i Z ' , k Longitude: C toss 1 •Y.( Z
Total Points: f Other (J
Stream is at least intermittent County: f ? d pert 601-G e.g. Quad Name: C0 s ,\.tj l "I
if 2 19 or perennial if >_ 30
A. Geomorphology (Subtotal = 13. rJ? Absent j Weak Moderate Strong
1'. Continuous bed and bank 0 1 j 2 j 3
2. Sinuosity 0 Q 2 3 j
3. In-channel structure: riffle-pool sequence 0 1 2 3 j
-
4. Soil texture or stream substrate sorting 0 1 2 3
~
5. Active/relic flcodplain i 0 1 j 2 j 3
6. Depositional bars or benches 0 1 2 3
7. Braided channel co) 1 2 3
8. Recent alluvial deposits 0 Q 2 ! 3
9' Natural levees 1 2 3
10. Headcuts 0 j 1 2 3
11. Grade controls 0.5 1 1.5
12. Natural valley or drainageway 0 1 1.5
13. Second or greater order channel on existing
j USGS or NRCS map or other documented
evidence.
No = 0
es =
- Man-made ditches are not rated; see discussions in manual
R Hvdrt)lonv (Suhtntal = 4, ,'5 )
14. Groundwater flow/discharge 0 j 1 3
15. Water in channel and > 48 hrs since rain, or
Nucor in channel - dry nr gn;virr' _ son 0
_--_ 1
_--- 2 O
- -
16. Leaflitter _
1.5 1 0 0
17. Sediment on plants or debris 0 5 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 1 1.5
19. Hydric soils (redoximorphic features) present? = I Yes = 1.5
C. Bioloqy (Subtotal = (p _)
20°. Fibrous roots in channel ! 3 2 0 0
21b. Rooted plants in channel 3 2 1 0 j
22. Crayfish 0.5 1 1.5
23. Bivalves I 1 2 3 j
24. Fish ! j 0.5 i 1 1.5
25. Amphibians I 0.5 j 1 I 1.5
26. Macrobenthos (note diversity and abundance) .0.5 1 1.5
27. Filamentous algae; periphyton 1 2 I 3
28. Iron oxidizing bacteria/fungus. 0.5 1 j 1.5
29 . Wetland plants in streambed I FAC = 0.5; FACW = 0.75; OBL = 1.5 SAV = 2.0; Cther
- Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Sketch:
Notes: (use back side of this form for additional notes.)
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: q'9' lo 0 S Project : ; zl i ,^a (),QV - Latitude: S-}r-j? c".
Evaluator: tut?Lt+ bt`' ?'"r" r Site, f(w-6 Crassi??c? "? Longitude: Cro S r1? Z
Total Points: Other
Stream is at least intermittent I (((J ? County: `?'f??'?-:t C a Quad Name'
if2 19 or perennial if230 -? 9' ?Dt 11 ?IItS
A. Geomorphology (Subtotal = Absent Weak Moderate Strong
1a. Continuous bed and bank 0 1 2 3
2. Sinuosity 0 1 2 3
3. In-channel structure: riffle-pool sequence 0 1 2 3
4. Soil texture or stream substrate sorting 1 2 3
5. Active/relic floodplain 1 2 3
6. Depositional bars or benches 1 2 3
7. Braided channel 0 1 2 3
8. Recent alluvial deposits 0 1 2 3
9 a Natural levees 1 2 3
10. Headcuts 0 01 2 3
11. Grade controls 0 M7 5S 1.5
12. Natural valley or drainageway 0 1 1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
No
Yes = 3
" Man-made ditches are not rated; see discussions in manual
R Hvrirolonv (Subtotal = 4- 1
14. Groundwater flow/discharge 0 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel - d or growing season 0 1 2 3
_
16. Leaflitter 1.5 0.5 0
17. Sediment on plants or debris 0 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 1 1.5
19. Hydric soils (redoximorphic features) present? o = Yes = 1.5
C. Bioloav (Subtotal = 7 1
20 . Fibrous roots in channel 3 2 1 0
21 . Rooted plants in channel 2 1 0
22. Crayfish 0.5 1 1.5
23. Bivalves 1 2 3
24. Fish 0.5 1 1.5
25. Amphibians 0.5 1 1.5
26. Macrobenthos (note diversity and abundance) 0.5 1 1.5
27. Filamentous algae; periphyton 1 2 3
28. Iron oxidizing bacteria/fungus. 0 0.5 1.5
29 . Wetland plants in streambed FAC = 0.5; FACW = 0.75; OBL = 1.5 SAV = 2.0; Other 0
Items 20 and 21 focus on the presence of upland plants, Itom 29 focuses on the presence of aquatic or wetland plants.
Sketch:
Notes: (use back side of this form for additional notes.)
IFJ
m

Wetland Impact 1
Wetland Impact 1
ire rl
Continuous Bed and Bank
Grade Control, Sediment, and Depositional Features
Fibrous Roots in Channel
Headcut
Leaf Litter
Fibrous Roots in Channel
Wetland Impact
Headcut
Downstream View

+ma
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yr . yeti :,,???"? •? r' ''4? ???'V? ?.???,,, ,., :. ' Y y? i
1 .? \ 4w.
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r ?•
Grade Control, Leaf Litter

X el

Grade Control and Leaf Litter
Iron Oxidizing Bacteria and Fibrous Roots in Channel
SITE \\ r.,•`r
VICINITY MAP
(Not to Scale)
LEGEND

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t, David R. Garrott. certify that this plat was drawn under my supervision from an actual NORSTAR LAND SURVEYING, INC.
survey made under my supervision (cfeed description recorded in Book 15965, page 390 L A N s
etc.); that the boundaries not surveyed are clearly indicated as drawn Rom Infounation N G 192-A IN C CHURCH STREET
found in Hook wa, page n/a; that the ratio of precision as calculated is 1 47,283. Q- CONCORD, NC 28025
that this plat was not prepared in accordance with G.S. 47 30 as amended lyrtness my Z -
that 704 721 6651
original signature, registration numher and seal this 5th day of Apnl, A D., 7005 FAX [phone]
? W E -<
•J7azA 4 _ PRI PAPLD I OR
David R. Garrott, PLS #3668 Z
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nam?:rl I!r ? 1•htitt•y rn < rn.t. n.tu ?)
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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 15965, page 390.
etc.), that the boundaries not surveyed are clearly indicated as drawn hom Information
found in Book it, a, page n!a; lhal the ratio of precision as calculated is 1 47,283,
that this plat was not prepared ;n accordance with G.S. 47 30 as amended. Witness my
original signature, registration number and seal this 51h day of April, A D.. 2005,
l a d. a
David R. Garrott, PFS #3668
UR.n',1N IVY ti. I mirr•y IaLS P1f). 01112.1
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ORSTAR LAND SURVEYING, INC.
192-A N. CHURCH STREET
CONCORD, NC 28025
PH 704 721 6651
FAX [phone]
ITHIAM 1) MR
Greathorn Properties, Inc.
(111AFfSr IIiN,'IrlBf' fAF( KI I H1MPIL;(U , rl('
LINE SEARING _ DISTANCE
Ll N 25'18'13" W 16.83'
L2 N 21"45'44" E 10.71'
L3 N 83'01'56" E 8.78'
L4 S 08'42'56" E 9.83'
L5 S 75'1 3'05" E 8.35'
L6 N 45'29'39" E 1 5.38'
L7 N 52'44'12 " E 18.03'
L8 N 58'50'54" E 36.47'
L9 N 42'44'44" E 32.25'
L10 N 45'59'53" E 24.72'
L11 N 25'51'11 E 26.88'
L1 2 N 53"02'46 E '10.40'
1-13 N 24'56'51 E 39.97'
L14 N 60'30'18" E 28.82'
1-15 N 33'1 5'58" E 31.14'
L16 N 44'54'45 E 28.26'
L1 7 N 78"28'39 E 14.45'
LIB N 39'35'30" E 1 1.53'
L19 N 39'55'21" E 25.34'
L20 N 62'05'35" E 1 2.88'
1-21 S 50'46'31" E 18.49'
L22 S 10'22'39" W 24.82'
L23 S 26'26'28" W 17.20'
L24 S 66'13'2 7" W 31.22'
L25 S 32'10'22" W 21.16'
L26 S 05'14'30" W 24.1 3'
L27 S 49'56'29" W 1 1.1 5'
L28 S 55'1719" W 27.87'
L29 5 00'39'09" W 9.80'
L30 S 49.37'20" W 24.74'0
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LINE SEARING DISTANCE
1-31 5 13'46'04 W 13.3 4'
L32 S 71'23'14 W 23.82'
L33 S 40'49'28" E 30.78'
L34 S 41'1 2'53" W 24.07'
L35 S 44'57'16" W 27.62'
L36 S 41'08'2 S" W 22.97'
L37 S 77'25'16" W 31.37'
L38 N 59'03'23 W 13.3 8'
L39 S 27'39'31 W 32.20'
L40 N 85'1 3'59" 1V 20.20'
L41 N 74'31'41 W 29.12'
L42 S 86'30'01 W 1 3.S2'
L43 S 78'15'54" W I S.901
L44 N 09'37'20" E 2.81'
L45 N 83'50'26" E 42.54
L46 S 16'1 1'38" E 16.43'
L47 S 52"04'00 E 8.29'
L48 S 07"05'14 E I I:
L49 S 19'22'58" W 23.31'
LSO S 55'16'26" W 20.35'
L51 S 11'11'39" E 2.71'
L52 S 01'44'07" W 19.66'
L53 S 09'10'45" E 6.04'
L54 N 77'01'47" W 2.59'
L55 N 06'08'37" E 39.43-
100 5(I 0 1 () U
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LINE SEARING DISTANCE
L56 N 40"25'00" W 20.86'
L57 N 1 2'37'58" W 15.5 6'
L58 N 18"06'1 3" E 18.58'
L59 N 62'25'54" E 13.50'
L60 N 1 9'26'28" W 10.02'
L61 N 20'35'45 E 31.92'
L62 N 20'28'24 E 13.4 0'
L63 N 28'32'47" E 19.44'
L64 N 21'23'26" E 17.1 1'
L6S N 63'•19'34" E 6.09'
L66 N 10'57'26" E 14.29'
L67 N 33"07'46" E 12.04'
L68 N 08'36'16" W 32.89'
L69 N 1 8'09'06" E 35.25'
L70 S 78'43'39" E 1 5.50'
1-71 S 85'54'13" E 21.80'
L72 N 7316'07" E 25.35'
L73 N 52'45'14" E 30.86'
L74 N 83'41'58" E 14.42'
L75 S 1.1'46'55" E 22.67'
L76 N 41'48'16" W 14.96'
L77 S 44"22'17" W 30.96'
L78 S 41'46'25" W 33.43'
L79 S 54'59'53" W 20.19'
L80 S S9'00'48" W 32.20'
1-81 S 41'45'53" W 22.16'
L82 S 38'38'13" W 13.5 6'
L83 S 61'53'55" E 7.67'
L84 S 37'47'23" W 22.01'
L85 S 45'06'20" W 6.1 5'
L86 S 73'29'58" W 4.87'
L87 N 83'48'18" W 6.50'
L88 N 74'32'44" W 29.30'
67I '16" W 38.46'
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ORSTAR LAND SURVEYING, INC.
192-A N. CHURCH STREET
CONCORD, NC 28025
PH 704 721 6651
FAX [phone]
PIN PARI 1) 1 OR.
Greathorn Properties, Inc.
Of1',I FSr 101%4NIIIP I,1F( KLFNBURc. ( () , Id(
IIWETLANDS SURVEYI
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NORSTAR LAND SURVEYING, INC.
192-A N. CHURCH STREET
CONCORD, NC 28025
PFl 704 721 6651
FAX [phone]
rRUAR(I) FOP
Greathorn Properties, Inc.
PI V,If51 IU'.;!,;I III, flfIkt[II)lIR(,I( ),I1+.
LINE TABLES FOR SHEET 4 OF
LINE BEARING DISTANCE
L1 S 87'57'36" E 49.42'
L2 N 62"28'23" E 7.1 5'
L3 S 14'38'16" E 25.33'
L4 S 24'20'46" W 12.16'
L5 S 40'14'31 E 33.59'
L6 S 55'39'10 E 17.2 3'
L7 S 15'52'17" E 31.51'
L8 S 18'43'1 9" E 20.40'
L9 S 31'29'23" E 111. 17'
L10 S 06'33'14" W 28.34'
Ll I S 41'37'47" W 22.79'
L12 N 45"32'44" W 20.87'
L13 N 00'46'18" E 19.77'
L14 N 05'13'09" W 19.41'
L1 5 N 38'45'28" W 26.05'
L16 S G7'39'52" W 2.85'
L17 S 24'26'49" W 27.51'
LI S N 19'26'31 W 13.9 6'
L19 N 07'45'1 5" E 8.10'
L20 N 01'43'23" E 30.22'
L21 N 27'33'19" W 1 5.91,
L22 N 49"31'41"W 9.50'
L23 N 08'45'03" W 9.07'
L24 N 40'53'40" E 35.1 5'
L25 N 15'49'30" W 20.24'
L26 N 42'13'21 E 28.42'
L27 N 63'49'23 E 1 •1.78'
L28 N 72'12'53" E 32.20'
L29 N 19'13'10" E 9.48'
L30 N 74'54'56" E 18.6 7'
L31 S 73'25'42" E 4.63'
L32 S 1 1"1 1'35" E 18.00'
L33 S 41'31'57" W 28.95'
L34 S 88'17'4 0" W 32.69'
L35 S 87'18'52" W 20.02'
L36 S 66'51'17" W 22.01'
L37 N 45°53'35" E 51.09'
L38 S 50'36'29" E 36.65'
L39 S 44'52'50" E 36.04'
L40 N 88'32'41" E 22.23'
L41 N 69'35'25" E 29.48'
L42 S 19'00'49" E 21.48'
L43 S 46'54'48" E 31.06'
L44 S 50'59'39" E 57.76'
L45 S 33'29'21 E 14.39'
L46 S 26'17'1 1" E 40.01'
1_47 S 11"50'56 E 28.84'
L48 S 44'49'46 E 10.77'
L49 N 63'04'00" E 15.5 4'
L50 N 53'45'1 8" E 16.68'
L51 N 70'16'35 E 39.34'
L52 N 64'25'39 E 19.06'
L53 S 51'57'18" E 22.59'
L54 S 24'02'44" W 19,77'
L55 S 21'1 1'37" W 28.1 7'
L56 S 37'43'39" W 15.115,
L57 S 72"25'31 E 19.03'
L58 N 46'41'31 E 16.88'
L59 N 86'33'29" E 13.78'
L60 N 71'17'29" E 25.72'
L61 N 66'13'51 E 16.32'
L62 N 83"03'36 E 26.1 5'
LG3 S 47'29'21" E 23.97'
L64 N 77'03'08" E 15
L65 N 73'12'55" E 22.8.
L66 N 12'1 5'33" E 02.25', r

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L-3GG13 cr
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LINE BEARING DISTANCE
L67 N 3 7'4 7'00" W 12.74'
L68 N 68"13'49" E 18.16'
L69 N 31'51'42" \V 10.41'
L70 N 02'17'22" W 21.21'
L71 N 1 3'50'1 3" W 34.97'
L72 S 66'19'14" E 19.71'
L73 N 53"28'04 E 1 1.21'
L74 N 29'33'31 E 32.21'
1_75 N 71'59'53 E 31.27'
L76 N 82'45'21 E 32.46'
L77 S 14'04'37" E 42.23'
L78 N 14"21'49" E 24.85'
L79 S 77°31'23" E 23.84'
L80 N 73'16'57 E 23.50'
L81 N 86'28'37 E 15.4 5'
L82 N 48'00'36 E 21.25'
L83 S 76'24'18" E 37.45'
L84 S 84'45'16" E 27.67'
L85 S 79'39'52" E 23.16'
L86 S 69'1 1'46" E 34.39'
L87 S 71'39'47" E 33.91'
L88 N 67'05'00" E 22.41'
L89 N 55'21'53" E 21.47'
L90 S 81'12'16 E 17.24'
L91 S 82'28'02 E 30.86'
L92 S 77'56'22 E 26.93'
L93 N 77'45'15" E 19.34'
L94 S 65'00'00" E 28.80'
L95 N 73'00'00" E 9.80'
L96 S 83'00'00 E 16.50'
L97 S 67'00'00 E 1 3.00'
L98 N 65'00'00" E 10.50'
L99 N 82"00'00" E 11.30'
L100 S 46'00'00 E 10.00'
1_101 S 60'00'00 E 1 3.50'
L102 S 67'00'00 E 16.00'
L103 N 82'51'10" E 6.66'
L104 S 67'17'1 1" E 19.49'
L105 S 54"21'01 E 14.88'
L106 N 30'53'35 E 31.45'
L107 _
N 08'16'41 E 48.79'
L108 N 63'02'15" E 35.14'
L109 N 36"58'14 E 30.49'
Ll 10 N 89'00'47 E 50.22'
LI 11 N 87'42'13" E 28.13'
Ll 12 S 89'23'14" E 24.41'
L1 13 N 72'56'58" E 29.77'
L1 1.1 N 1 2'32'33" W 56.61'
L1 15 N 54'43'26" \V 17.75'
L1 16 N 69'53'55" W 32.85'
LI 17 S G7'40'S4" W 25.35'
Ll 18 S 84'54'01 W 36.38'
L119 N 42'14'39" W 21.27'
L120 S 20'45'02" E 76.36'
L121 N 65'23'54 E 5.00'
L122 N 17'4 T4 0 E 1 3.01'
L123 S 53'20'39" E 18.00'
L1 24 S 38'20'39" E 25.00'
L125 N 78'39'21" E 20.00'
L126 S 71'20'39" E 13.00'
L127 S 67'39'21" W 22.00'
L128 N 77'20'39" W 17.00'
L129 N 57'20'39" W 18.00'
L130 N 46'20'39" W 19.00'
L131 S 81'20'39" E 20.00'
L132 S 10'20'39" E 16.00'
L133 S 85'21'02" E 125.69'
IE ONLY)
SI IEL I , CA cr
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•,?1r1 ?„ ?,.:,.., 1, .l ,..,., 1. 1 111111r? l,l:,l 1i1 ,:11,i.::..: .? , ,1, u11? 1 -. Q. L CONCORD, NC 28025
X11,1u,.\11,...,•.,??,,,,,?,,,i111 n1 .11 (1111,11,. ,..:, 111. ?. ,- ?,.,. .•? 1 ?.? PH 704 721 6651
„1" .. ,....•:.1 1..,,.11 1fP„ 1npl,l,f l ,1:,1-.1.,111.
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Greathorn Properties
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LINE BEARING DISTANCE
LI S 23'30'29" E 9.81'
L2 S 09'1 1'28" E 9.80'
L3 S 47'41'1 6" E 9.30'
L4 S 08'37'34" W 8.27'
L5 S 28'1 5'02" E 1 5.72'
L6 S 08'04'46" W 13.58'
L7 N 18'14'08" W 7.29'
L8 N 28'00'56" W 10.69'
L9 N 26'18'44" W 14.55'
L10 N 23'24'00" W 1105'
Ll 1 N )0'21'44" W 9.38'
1-12 N 22'08'03" E 10.57'
1-13 S 27'50'46" E 1 1.09'
L1.1 S 89'37'19" W 4.79'
Ll 5 N 02'16'14" W 9.84'
L16 S 46'16'05" E 19.72'
L17 S 12'25'25" E 12.75'
LI S S 30'54'1 5" E 15.88'
L19 S 42.37'07" E 10.45'
L20 S 02'08'07" E 14.17'
L21 S 43'57'48" E 6.98'
L22 S 10'15'53" W 15.2 2'
L23 S 88'04'19" W 2.50'
L24 S 49'14'23" W 8.22'
L25 S 45°58'29" W 13.9 7'
L26 S 1 S'4 T1 7" W 14.87'
L27 S 1 1'53'25" E 19.18'
L28 S 05'34'53" W 28.74'
L29 S 04'07'35" E 21.81'
L30 S 41'30'25" E 9.73'
L31 S 00'00'04" E 10.22'
L32 N 78'28'37" E 19.78'
L33 S 31'26'11" E 26.49'
L3.1 S 07'19'06" W 16.90'
L35 S 50.50'22 E 21.52'
L36 S 20'57'35 E 16.02'
L37 S 20'00'14" E 40.22'
L38 S 22'06'39" E 25.70'
L39 N 51'12'16" W 11.72'
L40 N 65'22'47" W 5.50'
L4I S 63'04'29" W 10.28'
L42 S 22'51'27" W 8.56'
L43 S 43'57'48" E 2.89'
1-44 S 41'55'47" E 10.79'
(WETLANDS-SURVEY(
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NORSTAR LAND SURVEYING, INC.
192-A N. CHURCH STREET
CONCORD, NC 28025
PH 704 721 6651
FAX [phone]
PR.1PAR[ 1) 1OR
Greathorn Properties, Inc.
(11,,111 ?I 10\',II5111P r.11( kI I1111 (IRL t O . VA
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LINE SEARING DISTANCE
L31 N 82") 5'I I" E 15.81'
L32 N 70-17-40" E 13.86'
L33 N 67'15'58" E 31.07'
L34 N 81'39'57" E 10.85'
L35 N 86'52'55 E 27.58'
L36 N 72'07'26 E 8.49'
L37 N 59'57'19 E 18.91'
L38 N 45'35'49" E 50.95'
L39 N 65'33'56" E 7.86'
L40 N 76'16'48" E 1 2.80'
L4I N 83'35'54" E 1 1 .96,
L42 S 81'41'49" E 4.46'
L43 S 64'45'37" E 31.06'
L44 S 88'22'58" E 5.66'
L45 N 84'32'36" E 29.33'
100 c?0 U 1Il(_)
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LINE [SEARING DISTANCE
Ll S 36'10'52" E 12.22'
L2 S 60'1 7'48" E 4.26'
L3 N 84'43'08" E 6.35'
L4 N 67"55'31 E 34.10'
L5 N 79'49'00 E 4.41'
L6 S 75'05'27" E 12.49'
L7 S 84'20'20" E 6.98'
L8 N 56'58'00 E 3.05'
L9 N 39`02'•11 E 16.47'
L10 N 58'17'5 7" E 12.48'
LI 1 N 76'07'55" E 5.55'
L12 S 78'28'19" E 7.93'
L1 3 S 73'25'40" E 40.91'
L1.1 S 86'56'19" E 4.91'
L1 S N 55"34'31 E 16.00'
L16 N 83'•17'52 E 2.68'
L17 S •15'38'1 1" E 3.41'
L18 S 22'18'22" E 15.3 V
L19 S 36.25'51 E 3.86'
L20 S 82'32'21 E 3.51'
L21 N 66'59'46" E 5.41'
L22 N 55'58'09" E 20.03'
L23 N 69'53'05" E 4.81'
L24 S 78'40'45" E 3.38'
L25 S 60'07'12" E 18.48'
L26 S 84'35'1 3" E 3.37'
L27 N 75'10'57" E 24.44'
L28 S 77'58'29 E 30.08'
L29 S 89'20'33 E 13.47-
L30 N 86"27'00" E 19.03'

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W2817A-42825
L42 / ?* X51
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LINE BEARING DISTANCE
L46 S 76'10'37" E 3.29'
L47 S 08'44'26" E 7.95'
L48 S 20'57'58 E 4.19'
L49 S 75'01'05 E 6.48'
L50 S 81'54'58" E 1 7.23'
L51 S 88'58'25" E 16.17 1
L52 N 79'31'27" E 8.26'
L53 N 73'52'01 E 29.07'
L54 N 68'53'35 E 30.74'1
L55 N 61'38'44 E 1 1.56'
L56 N 46'44'26 E 7.23'
L57 N 36'48'22 E 9.25'
L58 N 30'26'42" E 13.6 2'
L59 S 77'25'16" W 11.88'
L60 S 77'25'16" W 19.49'
L61 N 11°22'07" E 33.23'
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NORSTAR LAND SURVEYING, INC.
192-A N. CHURCH STREET
CONCORD, NC 28025
PH 704 721 6651
FAX [phone]
I'P.( P'+ef H Mr,
Greathorn Properties, Inc.
I)fV,VI?I R)"%I'I?IIII, f.II(FIFf)8tIR(.(I),I!( I.
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PIPE
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LINE BEARING DISTANCE
Ll N 75'55'09 E 10.25'
L2 N 60'14'42 E 3.61'
L3 N 41.39'59" E 18.52'
L4 N 50'21'10" E 8.13'
L5 N 59'02'47" E 12.15'
L6 N 53.53'41" E 1 1.21'
L7 N 32.17'47" E 2.97'
L8 N 18'11'22" W 12.4 2'
1.9 N 08'16'01" E 2.10'
LI O N 47'22'24" E 4.81'
Ll 1 N 59'22'55" E 25.34'
Ll 2 N 40'55'09 E 5.•16'
Ll 3 N 28.20'03 E 36.91'
L14 N 37'08'30 E 7.09'
L1 S N 54'03'30 E 6.61'
L16 N 63'24'08 E 34.50'
L17 N 49'33'33 E 4.95'
L18 N 32'02'09" E 10.52'
L19 N 24'52'1 1" E 1 1.34'
L20 N 1 7'35'07" E 8.70'
L21 N 07'54'34" E 1 1.92'
L22 N 1 3'57'07" E 10.88'
L23 N 39'10'20" E 4.04'
L24 N 58'51'43" E 5.31'
L25 N 66'31'06" E 23.71'
L26 N 48'36'51" E 34.84'
L27 N 52'46'02" E 13.85'
L28 N 63'41'55" E 14.45'
L29 N 68'47'39" E 22.92'
L30 N 89'14'50" E 9.33'
L31 N 52'36'34 E 9.13'
L32 N 47'49'02 E 26.01'
L33 N 60'52'35 E 54.33'
L34 N 57'12'53" E 19.15'
L35 N 36'42'53" E 26.85'
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LINE BEARING DISTANCE
L36 N 54'07'42" E 20.79'
L37 N 57'31'51" E 24.97'
L38 N 62'41'10" E 16.58'
L39 N 78'42'1 7" E _
4.68'
L40 N 87'3.1'06" E 20.57'
L•11 S 77'19'44" E 13.22'
L42 N 85'04'41" E 5.06'
L43 N 48'18'35" E 5.87'
L44 N 36'14'26" E 6.39'
L45 N 17-2 7'14" E 4.65'
L46 N 03'42'06 W 12.28'
L47 N 18"45'15 E 5.96'
L48 N 27'1 5'52 E 8.29'
L49 N 41'3TO8" E 6.61'
L50 N 68'39'25 E 8.27'
L51 N 75'26'41 E 33.32'
LS2 N 68'30'16 E 9.41'
L53 N 51'19'05" E 6.16'
L54 N 2,1"1 7'48" E 6.34'
L55 N 15'0 T3 7 E 23.08'
L56 N 30'20'59 E 5.52'
LS7 N 6322'26 E 3.56'
L58 N 8724'26 E 19.87'
L59 N 71"12'58" E 23.61'
L60 S 66'38'08" E 16.16'
L61 N 71'01'40" E 3.08'
L62 N 46'14'08" E 23.14'
L63 N 62'18'27" E 4.29'
L64 S 85'44'05 E 3.78'
L65 S 66'57'48 E 20.66'
L66 N 87'36'08" E 8.90'
L67 N 76'55'51" E 12.13'
L68 S 40'49'28 E 16.52'
L69 S 40'49'28 E 14.26'
L70 N 34'25'49" E 28.53'
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192-A N. CHURCH STREET
CONCORD, NC 28025
PH 704 721 6651
FAX [phone]
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Greathorn Properties, Inc.
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LINE BEARING DISTANCE
Ll N 63'25'10" E 9.76'
L2 N 34'27'48" E 6.01'
L3 N 22'57'40" E 31.62'
L4 N 41'48'54" E _ 3.35'
L5 S 50'54'04" E 4.07'
L6 S 37"11'13" E 5.80'
L7 S 55'20'54 E 1 1.18'
L8 S 69'13'37 E 5.97'
L9 N 79'18'47 E 2.42'
L10 N 51'22'23 E 18.93'
Ll 1 N 83"42'54" E 11.40'
L12 N 86'33'04 E 44.28'
L13 N 57'43'23 E 17.72'
L14 N 72'21'24" E 25.69'
L15 N 65'27'23" E 24.54'
L16 N 63"04'45 E 36.98'
L17 N 67'59'57 E 30.62'
1-18 N 61'02'28" E 1 1.33'
1-19 N 34'1 4'50" E 1 7.76'
L20 N 53.54'48 E 3.23'
1-21 N 89'38'10 E 2.74'
L22 S 65'34'46" E 15.35'
L23 S 80'1 1'19" E 16.88'
L24 S 69'40'08" E 24.80'
L25 5 77°38'0 S" E 9.78'
L26 N 79"44'44" E 21 .64'
L27 S 74'07'23" E 3.78'
L28 S 29'•14'03 E 3.77'
L29 S 05°08'34 E 21 .70'
L30 5 40'02'46 E 4.02'
L31 S 60"38'37 E 5.68'
L32 S 68'34'59" E 25.40'
L33 S 48'12'10" E 31.04'
L34 S 60'52'18" E 6.67'
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L35 N 89°55'26" E 5.17'
L36 N 58`01'10" E 6.67'
L37 N 46'50'20" E 24.87'
L38 N 63'27'21 E 5.88'
L39 N 87'49'21 E 8.03'
L40 S 84'06'21 E 10.24'
L41 S 78'13'26" E 22.24'
L-12 S 71'23'04" E 14.17'
L43 S 27'02'52 E 15.5 7'
L44 5 62'42'1 1" E 24.52'
L4S S 64'55'10" E 29.51'
L46 S 59'46'59" E 17.98'
L47 S 1 7'39'25" W 7.28'
L48 S 03'42'12" W 3.66'
L49 S 6003'29 E 5.30'
1-50 S 68-55'25 E 14.14'
LS I S 7.1'35'29" E 13.4 0'
L52 S 87'14'34" E 9.59'
L53 N 84'06'20" E 12.29'
L54 S 87°31'41 E 9.96'
L5S S 58'19'05 E 5.19'
L56 S •17'09'1 1" E 21.34'
L57 S 58'56'39" E 5.74'
L58 S 8837'16" E 3.64'
L59 N 43'•12'48" E 3.73'
L60 N 27'58'37" E 19.07'
L61 N 81'01'20" E 3.90'
L62 S 7923'38 E 5.10'
L63 S 65'47'1 1" E 4.48'
L64 5 •1923'54 E 16.95'
L65 S 6245'04 E 6.67'
L66 S 7.1°28'06" E 14.1 V
L67 S 19°53'29" W 27.39'
L68 S 28'46'55" E 34.19'
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192-A N. CHURCH STREET
CONCORD, NC 28025
PH 704 721 6651
FAX [phone]
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Consultants, Inc.

December 28 , 2005
US ACE, Asheville Regulatory Field Office
Attn: Ms. Amanda Jones
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
2 0 0 6 0 0 0 1
Re: Greathorn Properties, Mayes Road Tracts (+/-62 acres)
AID # 200531685
Mecklenburg County, NC (Tax PIN's: 00716208-10)
Permit Application
Dear Ms. Jones:
4 ? -
a rr..% [a ?V [a
"k-ug 5
JAN 0 5 2006
DENR - WATER QUALITY
IowiDS AND ST( RWMATER BRNO
The purpose of this correspondence is to request that a Nationwide Permit 39 be issued for the
above referenced property. Impacts are less than 1/10th acre of wetlands and less than 150 linear
feet of perennial streams. Two road crossings account for the total impacts of 0.094 acres of
wetlands and 244 linear feet of streams (113 linear of impact to an intermittent/unimportant
stream, leaving 131 linear feet of impact to perennial streams). See the attached photos and
stream forms for stream classifications. Also attached are a copy of the signed wetland
delineation survey maps, agent authorization, pictures, and the permit application. Preservation of
all remaining wetlands and streams onsite is proposed for mitigation, since the stream impacts are
less than 150 linear feet when the intermittent/unimportant streams are not included.
Your prompt consideration to this permit application is greatly appreciated. Please feel free to call
with any questions that you may have.
Respectfully submitted,
Tamp Bandy
828-302-3437
Cc: NCD WQ
Attn: Ms. Cyndi Karoly
2321 Crabtree Blvd., Suite 250
Raleigh, NC 27604-2260
Newton Office Canton Office
PO Box 224 wnrinc.com PO Box 882
Newton, NC 28658 Canton, NC 28716
828-465-3035 828-648-8801
828-465-3050 Fax [phone] Fax
Needed Information for Jusidictional & Permit Requests:
Name, Mailing Address, Phone Number of Owner/Applicant
Name: John Robbins
Company: Martingdale Holdings III LLC
Address: 1255 Odell School Road
Concord, NC 28027
Phone: [phone]
Street Address of Project
13511 Mayes Road
Waterway
UT to South Prona West Branch Rockv River
Basin
Yadkin River
City
Davidson
County
Mecklenburq
Decimal Degree Coordinate Location of Project Site
35.4602 N 80.8137 W
USGS Quadrangle Name
Cornelius
f) C
previul,IS AID
U.S. AIUNIY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200531685 County: Mecklenhur,! U.S.G.S. Quad: Cornelius
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: John Robbins
Address: 1255 Odell School Road
Concord, INC 28027
Telephone No.: 704-906-3808
Size and location of property (waterbody, road name,'number, town, etc.) The site is located on the north side of
iViaves Road, north of Charlotte, Nfecklenbur2 Countv. North Carolina.
Indicate Which of the Followin! Applv:
Based on preliminary information, there may be stream channels and wetlands on the above described property.
We strongly suggest you have this property inspected to determine the extent of Department of the Arzrry (DA)
jurisdiction. To be considered Final, a jurisdictional determination must be verified by the Corps.
X There are stream channels and 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 stream channels and 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.
The stream channels and 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.
X The stream channels and wetlands have been delineated and surveyed and are accurately depicted on the
plat signed by the Corps Regulatory Official identified below on June 3. 2005. 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: Owt""-'t'
Date June 3. 2005 Expiration Date June 3. 2010
Page 1 of 2
Action Id. 200531685
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 anv
questions regarding this determination and/or the Corps regulatory program, please contact Amanda Jones at 828-
271-7980 s. 231.
Basis For Determination: The site contains wetlands as determined by the USACE 1987 Wetland Delineation
Manual and is adjacent to stream channels located on the property. The stream channel on the property is an
unnamed tributary to South Prong of West Branch, which flows into the Yadkin River and ultimately flows to the
Atlantic Ocean through the Winyah Bay in South Carolina.
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.
CF: WNR, Attn: Tamp Bandy, P.O. Box 724, Newton, NC 2868
i
Wetland and Natural Resource
Consultants, Inc.
Department of the Army
Wilmington District. Corps of Engineers
Attn: Ken Jolly, Chief Regulatory Division
PO Box 1890
Wilmington, North Carolina, 28402-1890
-and-
NC Division of Water Quality
Attn: John Dorney
2321 Crabtree Blvd.
Raleigh, North Carolina, 27604-2260
I, the current landowner of the property identified below, hereby authorize Wetland and Natural
Resource Consultants, Inc. to act on my behalf as my agent during the processing of permits 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 agents are authorized to be on said property when accompanied by Wetland and
Natural Resource Consultants, Inc. staff.
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 ? 0 V\ ?" ",? t 1^ S
Project Name: I r ` Q-S tau' S tk?Zdti'Vi Si o A
Address: I S dikl1 2doo( Ph
Address: W AC-o?-a I i(?- 2 u 0 Z:Z
Phone Number: 1 `D H- `V G- J o o o
Property Location: PCcG (rs o O'? O gTZt o04 C1?L 41(? ??
Owners Signature:
Date: 3 1-6
Newton Office Cyde Office
PO Box 224 wnnnc.com 217 Paragon Parkway, #142
Newton, NC 28658 Clyde. NC 28721
828-465-3035 828-648-8801
828-465-3050 Fax [phone] Fax
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I.
11.
III.
Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland 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:
E-mail Address:
F@MWIR P.
JAN 0 5 2006
Fax Number: DENR - WATER QUALITY
---WETLANDS AND STORMYYATER BRANCH
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: wnrincnaol.com
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
Page I 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: Mayes Road Tract
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 00716208. 00716209, 007162
4. Location
County: Mecklenburg Nearest Town: Davidson
Subdivision name (include phase/lot number):N/A
Directions to site (include road numbers/names, landmarks, etc.): From Davidson. head
southeast on Concord Rd. (turns into Davidson Concord Rd.). Turn right on Barnhardt Rd.
and then left on Maves Rd. The site will be approximately 0.5 miles on the left.
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): 35.1602 °N 80.8137 °W
6. Property size (acres): +/- 62 acres
7. Name of nearest receiving body of water: UT South Pron.; West Branch 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
including some residential areas.
Describe the overall project in detail, including the type of equipment to be used: The p oiect
will involve the construction of roads and lots associated with a housing development.
Bulldozers. trackhoes. and other grading equipment will be used.
Page 2 of 8
Explain the purpose of the proposed work: The project will provide road infrastructure and
lots for a housing development which 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 200531685) signed
June 3. 2005.
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: Two road crossings account for the two
stream and two wetland impacts.
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 floodina.
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)
Wetland Impact I Road Crossing Bottomland No 80 .065
Wetland Impact 2 Road Crossing Bottomland No 55 .029
Page 3 of 8
i
Total Wetland Impact (acres) .094
2. List the total acreage (estimated) of all existing wetlands on the property: 24
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. multiply length X width, then divide by 43560.
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Im act Impact
Length
(linear feet) Area of
Impact
(acres)
Stream Crossing I South Prong West road crossing Perennial 3 131 .009
Branch Rocky Riv.
Stream Crossing 2 South Prong West road crossing Intermittent 2 113 .005
Branch Rocky Riv.

Total Stream Impact (by length and acreage) 244 .014
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 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) N/A
5. List t.
to cumulative impact to all Waters of the U.S. resulting from the roject
Stream Impact (acres): .014
Wetland Impact (acres): .094
Page 4 of 8
Open Water Impact (acres): N/A
Total Impact to Waters of the U.S. (acres) •108
Total Stream Impact (linear feet): 214
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 minimal and
stream crossinu 2 will be imnactinu 113 linear feet of an intermittent unimportant channel. The
road crossings are needed to access hi ih Pound and to meet local zoning requirements.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
Page 5 of 8
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide . for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.htmi.
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.
There will be on site preservation of the entire remaining portions of streams on the
property. There will also be buffers placed along the streams and +/- 14 acres of open space
adjacent to the preserved wetlands. This preservation should suffice for mitigation, since a
i ood portion of the impacts are to intermittent/unimportant streams.
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.litm. 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 213 .0233
(Neuse), 15A NCAC 213.0259 (Tar-Pamlico), 15A NCAC 02B.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 213.0242 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 is anticipated to be less than
20%. Vegetated swells to be utilized alongside roads.
Page 7 of 8
XIL 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.
Sanitary Sewer to be used.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No FXI
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: The site
will not promote additional development because it is bordered by residential homes on one side,
Matthews Mint Hill Road on another and the lake on another.
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
) /--1 /r 6.
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 3
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: DC C. Z53 ZOC) Project wit dint ITV - Latltude: S {ft'tIM
Evaluator: Site: l?b?}IvIS } c,. Vr)(Vj Longitude: I"Afac'
Total Points:
Stream is at least intermittent n'iz I County ?y,???1?hbu1- eeg Quad Name'
if? 19 orperennial ifa 30 ?3?- CGr ?Z?j µS
A r;ammnmhnlnnv rc,,t,tnt?i = lh-S ) i Absent Weak Moderate I Strona
1'. Continuous bed and bank I 0 1 ! 2
2. Sinuosity ! 0 j 1 2 j 3
3. In-channel structure: riffle-pool sequence 0 1 j 3
4. Soil texture or stream substrate sorting 0 1 ! 2 j 3
5. Active/relic floodplain 0 1 2 3
6. Depositional bars or benches 0 1 2 3
7. Braided channel 0 1 2 3 j
8. Recent alluvial deposits 0 1 2 ! 3
9' Natural levees 0 1 2 3 j
10. Headcuts 0 j 1 2 3
11. Grade controls 0 0.5 1.5 j
12. Natural valley or drainageway 0 0.5 1 1 1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
No = 0
Yes = 3Q
" Man-made ditches are not rated; see discussions in manual
R Nvrirnlnnv l.qiihtntal = 1
14. Groundwater flow/discharge 0 1 2 3
15. Water in channel and > 48 him since rain, or

Water in channel - dr.- - or_•rnin s.:ason
16. Leaflitter --- - I

-- -- 1 -
0
1.5 -I- -1- -

- O - -
11 - -0.5
3
!
0 -?
17. Sediment on plants or debris i 0 0.5 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 j 5 1 1.5
19. Hydric soils (redoximcrphic features) present? ! No = 0 ! Yes = 1.5
C. Bioloqv (Subtotal = y .S )
20b. Fibrous roots in channel 3 2 I ! 0 j
21 U. Rooted plants in channel 2 1 j 0
22. Crayfish 1 j 1.5 j
23. Bivalves 1 j 2 3
24. Fish 0 0.5 ; 1 1.5
25. Amphibians 0 0.5 j 1 1.5
26. Macrobenthos (note diversity and abundance) ! 0 0.5 I 1 1.5
27. Filamentous algae; periphyton 0 1 2 3
28. Iran oxidizing bacteria/fungus. 0.5 1 1.5
29 . Wetland plants in streambed FAC = 0.5; FACW = 0.75; OBL = 1.5 SAV = 2.0; Other 0
Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Sketch:
Notes: (use back side of this form for additional notes.)
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: ?Z/?i8 fOS Project: ?q lirev?%tf'r+W>? ' Latitude:
M ly;icK ?trrt A.0ara Cmsetrlc
Evaluator: Site: Z , Longitude: C(G;S1,Y? Z
i? t` !J
Total Points: /?? Other
Stream is at least intermittent County. I l lid Seri b I tr, e.g. Quad Name: Cc ,, ,emu t u S
if2 19 or perennial if2 30
A_ Geomoroholoov (Subtotal = 3.5 ) Absent Weak I Moderate Strong j
1d. Continuous bed and bank . 0 1 I 2 3
2. Sinuosity 0 (D 2 3
3. In-channel structure: riffle-pool sequence 0 1 2 3
4. Soil texture or stream substrate sorting 0 1 2 3
5. Active/relic floodplain 0 1 2 3
6. Depositional bars or benches 0 I 1 2 3
7. Braided channel 0 1 2 3
18. Recent alluvial deposits 0 2 3
9 3 Natural levees 1 2 3
10. Headcuts 0 1 j 2 3
11. Grade controls 0.5 1 1.5
12. Natural valley or drainageway 1 1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence
.
No = 0
es =
° Man-made ditches are not rated; see discussions in manual
8. Hvdroloov (Subtotal = (n" )
14. Groundwater flow/discharge 0 j 1 1 3
15. Water in channel and > 48 hrs since rain, or

Wz1or in channel - d?r?c
0
2
O
16. Leaflitter 1.5 1 j 0 j 0
17. Sediment on plants or debris 0 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 1 1.5
19. Hydnc soils (radoximorphic features) present? = Yes = 1.5
C. Bioloav (Subtotal = (O )
206. Fibrous roots in channel I 3 ? 2 ? 1 0 I
210. Rooted plants in channel 3 2 1 0
22. Crayfish 0.5 1 j 1.5 I
23. Bivalves I 1 2 3
24. Fish ! 0.5 1 1.5
25. Amphibians 0.5 1 j 1.5
26. Macrobenthos (note diversity and abundance) 0 .0.5 1 1.5
27. Filamentous algae; penphyton ( 1 2 1 3
28. Iron oxidizing bactena/fungus. 0.5 1 1 1.5
29 . Wetland plants in streambed FAC = 0.5; FACW = 0.75; OBI = 1.5 SAV = 2.0; Other CD I
Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Sketch:
Notes: (use back side of this form for additional notes.)
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: ZOOS project ? ; Z , 'Az 1).Qv - Latitude: S+rNc. ?
LgA?
Evaluator: to xe+ 61 1-4klO -f Site: Rpo'd Cross 2 Longitude: r'cs S i'13 Z
Total Points: nn., Other
Stream is at least intermittent I (? County. Iv?L{C,''f?ti'V.rC
if z 19 or perennial ifa 30 t(! e. g. Quad Name: ?y f? 1 It S
A. Geomorphology (Subtotal = Absent Weak Moderate Strong
la. Continuous bed and bank 0 1 2 3
2. Sinuosity 0 1 2 3
3. In-channel structure: riffle-pool sequence 0 2 3
4. Soil texture or stream substrate sorting 1 2 3
5. Active/relic floodplain 1 2 3
6. Depositional bars or benches 1 2 3
7. Braided channel 0 1 2 3
8. Recent alluvial deposits 0 2 3
9 a Natural levees 1 2 3
10. Headcuts 0 1 2 3
11. Grade controls 0 1 1.5
12. Natural valley or drainageway 0 1 1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
No
Yes = 3
Man-made ditches are not rated; see discussions in manual
R 4-Hvr1rnlnnv /Suhtntnl = 4 1
14. Groundwater flow/discharge 0 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel - d or growing season 0 1 2 3
16. Leaflitter 1.5 0.5 0
17. Sediment on plants or debris 0 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 0,9 1 1.5
19. Hydric soils (redoximorphic features) present? yo-131 Yes = 1.5
C. Bioloav (Subtotal = -5
)
20 . Fibrous roots in channel 3 2 1 0
21 . Rooted plants in channel 2 1 0
22. Crayfish 0.5 1 1.5
23. Bivalves 1 2 3
24. Fish 0.5 1 1.5
25. Amphibians 0.5 1 1.5
26. Macrobenthos (note diversity and abundance) 0.5 1 1.5
27. Filamentous algae; periphyton 1 2 3
28. Iron oxidizing bacteria/fungus. 0 0.5 1.5
29 . Wetland plants in streambed FAC = 0.5; FACW = 0.75; OBL = 1.5 SAV = 2.0; Other 0
Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Sketch:
Notes: (use back side of this form for additional notes.)
Vi, 9: 1 tell,
A�fJ

Wetland Impact
Wetland Impact 1

Stream Crossinz; 1
i

?v?1+- 1 • 'L ??,.!?
-']

Continuous Bed and Bank
Grade Control,- Sediment, and Depositional Features
Fibrous Roots in Channel
Headcut
Continuous Bed and Bank, Depositional Features, Sediment
Leaf Litter
Fibrous Roots in Channel
Wetland Impact 2
Headcut
Downstream View

P3 ME
f? ?\? ?• cue ,? ,??? ?_
-?.. ?`" ' 'i' •? $ .. ` •n %?L?.,S 0+... _:'?\ vt.'r•' I. .rte
Grade Control, Leaf Litter

Grade Control and Leaf Litter
II
SITE \\I,,'
't -
VICINITY MAP
(Not to Scale)
- LEGEND
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A'?? . INIORMAHON NOTES:
I f UND Or•I m ICE I _'.
I1:'t:I I(t`(•^? u1' II?•, r li!:. I ;?:(,, Ptl :')u N1,IIIin.I,IJr H',IfIlllys III. I Il.
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300 150 0 _ .31{)(I PI Iforw" c1 I ? I n11', LI P,Lcltvell, I'I RE'(I'l ed ill N1et1?. ('1. Regislly,
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I. David R. Garrot(, certify that this plat was drawn under illy supervision from an actual A N D NORSTAR LAND SURVEYING, INC.
survey made under my supervision (deed description recorded in Book 15965, page 390 .S
etc.), that the boundaries not surveyed are clearly indicated as drawn from infolmalion G N 192-A N. CHURCH STREET
found in Book Na, page ilia; that the ratio of precision as calculated is 1 47.283. CONCORD, NC 28025
that this plat was not prepared in accordance with G.S. 47-30 as amended. Witness lily ? L PH 704 721 6651
original signature, registration number and seal this Sth clay of April. A. D., 2005 FAX [phone]
? W
277 E -< PRFPARLD 1 OR'
David R. Garrott, PLS #3668 O 2
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•
I)I?A;".fl V, 5. h.inuvY S Greathorn Properties, Inc.
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``IIEF 17 OF If
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 15965, page 390
etc I, that the boundaries not surveyed are clearly indicated as drawn from mfo,malron
found in Book n, a, page n'a. ilia( the ratio of precision as calculated is 1 47,283.
that this pia( was not prepared in accordance with G.S. 47 30 as amended. Wnness my
original signature, registration nuinher and seal this 5th day or April, A D , 2005.
/)12W //. a?Lf4
David R. Carroll. PLS #3668
I IIZAA'N BY ti. I'intrvy Flt -S No. 0802 1
DIM Ailr•II ;.:un; S( AI I I" in.
? N N D S
N
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RSTAR LAND SURVEYING, INC.
192-A N. CHURCH STREET
CONCORD, NC 28025
PH 704 721 6651
FAX [phone]
I'Iir IARI 1) FOR
Greathorn Properties, Inc.
III%%I1rF IU'A•II;IIIp rAP KIIIflit 11%( 0 .IIC
LINE [SEARING DISTANCE
Ll N 25'18'13" W 16.83'
L2 N 21"45'44" E 10.71'
L3 N 83'01'56" E 8.78'
L4 S 08'42'56" E 9.83'
L5 S 75'13'05" E 8.35'
L6 N 45'29'39" E 1 5.38'
L7 N 52'44'12" E 18.03'
L8 N 58'50'54" E 36.47'
L9 N 42'44'44 E 32.25'
L10 N 45'59'53 E 24.72'
L11 N 25'51'11" E 26.88'
1-12 N 53"02'46 E 40.40'
L13 N 24'56'51 E 39.97'
L14 N 60'30'18" E 28.82'
Li 5 N 33'1 5'58" E 31 .14'
L16 N 44'54'45 E 28.26'
L1 7 N 78"28'39 E 14.45'
L18 N 39'35'30" E 1 1.53'
1-19 N 39'55'21" E 25.34'
L20 N 62'05'35" E 12.88'
1-21 S 50'46'31" E 18.49'
L22 S 10"22'39" W 24.82'
L23 S 26'26'28" W 17.20'
L24 S 66'13'27" W 34.22'
L25 S 32'10'22" W 21.16'
L26 S 05'14'30" W 24.1 3'
L27 S 49'56'29" W 1 1 .15'
L28 S 55'17'39" W 27.87'
L29 S 00'39'09" W 9.80'
L30 S 49-37'20"W 24.74'0,
WETLANDS SURVEYI
1? L74 L6^6' L88 L89
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W2600-2609/260OA-2609A
WETLAND `q,r?0 t?N 4283.34 sf
W281 7A - W2825 \b fA y / 0.098 AC
18774.61 sf L\7
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0.032 AC
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LINE BEARING DISTANCE
L31 S 13'4 6'0 4 " W 1 3.34'
L32 S 71'23'14" W 23.82'
L33 S 40'49'28 E 30.78'
L34 S 411 2'53 W 24.07'
L35 S 4457'16 W 27.62'
L36 S 41"08'25" W 22.97'
L37 S 77'25'16" %V 31.37'
L38 N 59'03'23 W 13.3 8'
L39 S 27'39'31 W 32.20'
L40 N 85'1 TS9" \V 20.20'
L41 N 74'31'41 \V 29.1 2'
L42 S 86'30'01 W 1 3.52'
L43 S 78'15'54" W 1 5.90'
Lrl4 N 09'37'20" E 2.81'
L45 N 83'50'26" E 42.54'
L46 S 16'1 1'38" E 16.43'
L47 S 52'04'00" E 8.29'
L48 S 07"05'14" E 19.49'
L49 S 19'22'58" W 23.31'
1-50 S 55'16'26" W 20.3 S'
L51 S 11'1 1'39" E 2.71'
L52 S 01'44'07" W 19.66'
L53 S 09'10'45" E 6.04'
L54 N 77'01'47" W 2.59'
LS5 N 06'08'37" E 39.43'
100 5(1 0 1 00
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4( All I" Intl'
LINE BEARING DISTANCE
L56 N 40"25'00" W 20.86'
L57 N 12'3 7'5 8" W 15.5 6'
LS8 N 18"06'13 E 18.58'
L59 N 62'25'54 E 13.50'
L60 N 19'26'28" W 10.02'
1-61 N 20'35'45" E 31.92'
L62 N 20'28'24" E 13.4 0'
L63 N 28'32'47" E 19.44'
L64 N 21'23'26" E 17.11'
L65 N 63'49'34" E 6.09'
L66 N 10'57'26" E 14.29'
L67 N 33"07'46" E 12.04'
L68 N 08'36'16" W 32.89'
L69 N 18'09'06" E 35.25'
L70 S 78'43'39" E 15.50'
1-71 S 85'54'13" E 21.80'
L72 N 73'16'07" E 25.35'
L73 N 52'45'14" E 30.86'
L74 N 83'41'58" E 14.42'
L75 S 14'46'55" E 22.67'
L76 N 41'48'16" W 14.96'
L77 S 44'22'1 7" W 30.96'
L78 S 41'46'25" W 33.43'
L79 S 54'59'53" W 20.19"
L80 S 59'00'48" W 32.20'
L81 S 41'45'53" W 22.16'
L82 S 38'38'1 3" W 13.5 6'
L83 S 61'ST55" E 7.67'
L84 S 37'47'23" W 22.01'
L85 S 45'06'20" W 6.1 5'
L86 S 73'29'58" W 4.87'
L87 N 83'48'1 8" W 6.50'
L88 N 74'32'44" W 29.30'
L ???? VY, 1 6" W 38.46'
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RSTAR LAND SURVEYING, INC.
192-A N. CHURCH STREET
CONCORD, NC 28025
PH 704 721 6651
FAX [phone]
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Greathorn Properties, Inc.
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IIWETLANDS SURVEY
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1.620 AC
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NORSTAR LAND SURVEYING, INC.
192-A N. CHURCH STREET
CONCORD, NC 28025
PH 704 721 6651
FAX [phone]
rRr[,ARrl) FOR
Greathorn Properties, Inc.
UI\1lrir 10".N"11111 fu( r1HIMIrr,;ll,lll:
LINE TABLES FOR SHEET 4 OF
LINE BEARING DISTANCE
Ll S 87'57'36" E 49.42'
L2 N 62"28'23" E 7.15'
L3 S 14'38'16" E 25.33'
L4 S 24'20'46 W 12.16'
L5 S 40'14'31 E 33.59'
L6 S 55'39'10" E 17.2 3'
L7 S 15"52'17" E 31.54'
L8 S 1 8'43'1 9" E 20.40'
L9 S 31'29'23" E 14.17'
L10 S 06'33'14" W 28.34'
LI 1 S 11'37'47" W 22.79'
L12 N 45"32'44" W _
20.87'
L13 N 00'46'1 8" E 19.77'
L14 N 05'13'09" W 19.41'
L1 5 N 38'45'28" W 26.05'
1-16 S 67'39'52" W 2.85'
L1 7 S 24'26'49" W 27.51'
L18 N 19'26'31" W 13.96'
L19 N 07'45'1 5" E 8.10'
L20 N 01'43'23" E 30.22'
1-21 N 27'33'19" W 15.9 1'
L22 N 49"31'41 W 9.50'
L23 N 08'45'03 W 9.07'
1-24 N 40'53'40" E 35.15 '
L25 N 1 5'49'30" W 20.24'
L26 N 42'1 3'21 E 28.•12'
L27 N 63'49'23 E 14.78'
L28 N 72'12'53" E 32.20'
L29 N 19'13'10" E 9.48'
L30 N 74'54'56" E 18.6 7'
1-31 S 73'25'42" E 4.63'
L32 S 11'11'35" E 18.00'
L33 S 41'31'57" W 28.95'
L34 S 88'1 7'40" W 32.69'
L35 S 87'18'52" W 20.02'
L36 S 66'51'1 7" W 22.01'
L37 N 45.53'35" E 51.09'
L38 S 50'36'29" E 36.65'
L39 S 44'52'50" E 36.04'
L40 N 88'32'41" E 22.23'
1-41 N 69'35'25" E 29.48'
L42 S 19"00'49" E 21 .48'
L43 5 46'54'48" E 31 .06'
L44 S 50'59'39 E 57.76'
L45 S 33'29'21 E 14.39'
L46 S 26'1 7'1 1" E 40.01'
L47 S 11"50'56" E 28.84'
L48 S 44'49'46" E 10.77'
L49 N 63'04'00" E 1 S.54'
L50 N 53'45'18" E 16.68'
1-51 N 70'16'35" E 39.34'
L52 N 64'25'39" E 19.06'
L53 S 51'57'18" E 22.59'
L54 S 24"02'44" W 1 9.77'
L55 S 21'1 1'37" W 28.1 7'
L56 S 37'43'39 W 15.4 5'
L57 S 72"25'31 E 19.03'
L58 N 46'41'31 E 16.88'
L59 N 86'33'29" E 13.78'
L60 N 71'17'2 9" E 25.72'
1-61 N 66'13'51 E 16.32'
L62 N 83"03'36 E 26.1 5'
L63 S 47'29'21" E 23.97'
L64 N 77'03'08" E
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15
L65 N 73'12'55" E 22.8
L66 N 12'15'3 3" E 02.25', T

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LINE BEARING DISTANCE
L67 N 37'47'00" W 12.74'
L68 N 68'13',19" E 18.16'
L69 N 31'51'42" W 10.41'
L70 N 02'17'22" W 21.21'
1-71 N 13'S0'1 3" W 34.97'
L72 S 66'19'14" E 19.71'
L73 N 53'28'04 E 1 1.21'
L74 N 29"33'31 E 32.21'
L75 N 71'59'53 E 31.27'
L76 N 82'45'21 E 32.46'
L77 S 14'04'37 E 42.23'
L78 N 14'2 1 A9" E 24.85'
L79 S 77'31'23" E 23.84'
L80 N 73'16'57 E 23.50'
1-81 N 86'28'37 E 1 5.45,
L82 N 48'00'36 E 21.25'
L83 S 76'24'18" E 37.45'
L84 S 84'45'16" E 27.67'
L85 S 79'39'52" E 23.16'
L86 S 69'1 1'46" E 34.39'
L87 S 71'39'47" E 33.91'
L88 N 67'05'00 E 22.41'
L89 N 55'21'53 E 21.47'
L90 S 81'12'16" E 17.24'
1-91 S 82'28'02 E 30.86'
L92 S 77'56'22 E 26.93'
L93 N 77"45'15 E 19.34'
L94 S 65'00'00" E 28.80'
L95 N 73'00'00" E 9.80'
L96 S 83'00'00" E 16.50'
L97 S 67'00'00" E 1 3.00'
L98 N 65'00'00" E 10.50'
L99 N 82'00'00" E 1 1.30'
LI00 S 46'00'00 E 10.00'
L101 S 60'00'00 E 13.50'
1-102 S 67'00'00 E 16.00'
1-103 N 82'5VI0" E 6.66'
L10.1 S 67'1 7'11 E 19.49'
L105 S 54"21'01 E 14.88'
L106 N 30'53'35 E 31.45'
L107 N 08'16'41 E 48.79'
L108 N 63'02'1 5" E 35.14'
L109 N 36'58'14" E 30.49'
L1 10 N 89'00'47" E 50.22'
Ll 11 N 87'42'13" E 28.13'
L1 12 S 89'23'14" E 24.41'
L1 13 N 72'56'58" E 29.77'
L) 1.1 N 1 2'32'33" W 56.61'
1-1 15 N 54'43'26 W 17.75'
L1 16 N 69'53'55 W 32.85'
LI 17 S 67°40'54 W 25.35'
L118 S 84'54'01 W 36.38'
L1 19 N 42'14'39" W 21.27'
L120 S 20'45'02 E 76.36'
L121 N G5'23'54 E 5.00'
L122 N 17%13'40" E 13.01'
L123 S 53'20'39" E 18.00'
L124 S 38'20'39" E 25.00'
1-1 25 N 78'39'21" E 20.00'
L126 S 71'20'39" E 13.00'
L127 S 67'39'21"W 22.00'
L128 N 77°20'39" W 17.00'
L129 N 57'20'39" W 18.00'
LI 30 N 46'20'39" W 19.00'
L1 31 S 81'20'39" E 20.00'
L132 S 10'20'39" E 16.00'
LI 33 S 85'21'02" E 125.69' C
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7h'?'•°:j I "•''\O`' A N D NORSTAR LAND SURVEYING, INC.
„i„ t,i, •...: „_,.i. i n,. t ???i?(.I F?. O ?F? S 192-A N. CHURCH STREET
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ORAnt nt r i „,•y r?I rl0 (1 11 ? 0 0 2
Dail AIT11 1005 ScAll- I" 1 nU' rr?'rfrsrin??raslur r•1rCKIrIJCIIRi CU, N{
LINE [SEARING DISTANCE
Ll S 23'30'29" E _ 9.81'
L2 S 09'1 1'28" E 9.80'
L3 S 47'41'16" E 9.30'
L4 S 08'37'34" W 8.27'
L5 S 28'1 5'02" E 1 S.72'
L6 S 08'04'46" W 13.5 8'
L7 N 1 8'14'08" W 7.29'
L8 N 28°00'56 W 10.69'
L9 N 26'18'4,1 W 14.55'
L10 N 23'24'00" W 13.0 S'
L1 1 N 10'21'44" W 9.38'
L12 N 22'08'03" E 10.57'
L1 3 S 27'50'46" E 1 1.09'
1-14 S 89'37'19" W 4.79
US N 02'16'14" W 9.84'
L16 S 46'16'05 E 19.72'
L17 S 12'25'25 E 12.75'
1-18 S 30'54'1 5" E 1 5.88,
L19 S 42'37'07 E 10.45'
L20 S 02'08'07 E 14.17'
L21 S 43'57'48" E 6.98'
L22 S 10'15'53" W 15.2 2'
L23 S 88'04'19" W 2.S0'
L2.1 S 49'14'23" W 8.22'
L25 S 45'58'29" W 13.9 7'
L26 S 18'43'1 7" W 14.87'
L27 S 1 1'53'25" E 19.18'
L28 5 05'34'53" W 28.74'
L29 S 04'07'35 E 21.81'
L30 S 41'30'25 E 9.73'
L31 S 00'00'04" E 10.22'
L32 N 78'28'37" E 19.78'
L33 S 31'26'11" E 26.49'
L34 S 07'19'06" W 16.90'
L35 S 50'50'22" E 21.52'
L36 S 20'57'35" E 16.02'
L37 5 20'00'14" E 40.22'
L38 S 22'06'39" E 25.70'
L39 N 51'12'16" W 11.72'
L40 N 65'22'47" W 5.S0'
L41 S 63'04'29" W 10.28'
L42 S 22'51'27" W 8.56'
L43 5 43'57'48" E 2.89'
L44 S 41'55'47" E 10.79'
IWETLANDS SURVEY
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402.66 sf
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-3600
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ORSTAR LAND SURVEYING, INC.
192-A N. CHURCH STREET
CONCORD, NC 28025
PH 704 721 6651
FAX [phone]
I'R[ PAR[ U IOR
Greathorn Properties, Inc.
IIF1111 ?f II)1'?hIiIIIP t.Itc Kl f F1ClIRG r, cl , GI(
!I ICS tll: I (`I:r.11 la 'r X IN STONE
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1•,111, I -1111; 11 n l
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1.18' OFF LINE
(WETLANDS SURVEY(
LINE
[SEARING
DISTANCE
Ll
S 36"10'52" E
12.22'
L2
S 60'17'48" E
4.26'
L3
N 84'43'08" E
6.35'
L4
N 67"55'31" E
34.10'
LS
N 79"49'00" E
4.41'
LG
S 75'05'27" E
12.49'
L7
S 84'20'20" E
6.98'
L8
N 56'58'00" E
3.05'
L9
N 39'02'41" E
16.47'
L10
N 58"17'57" E
12.48'
Ll I
N 76'07'55" E
5.55'
L12
S 78'28'19" E
7.93'
L13
S 73'25'40" E
40.91'
114
S 86'56'19" E
4.91'
L15
N 55'34'31" E
16.00'
L16
N 83'47'52" E
2.68'
L17
S 115'38'11" E
3.41'
1-18
S 22'18'22" E
15.31'
L19
S 36.25'51" E
3.86'
L20
S 82'32'21" E
3.51'
1-21
N 66'59'46" E
5.41'
L22
N 55'58'09" E
20.03'
L23
N 69'53'05" E
4.81'
L24
S 78'40'45" E
3.38'
L25
S 60"07'12" E
18.48'
L26
S 84'35'13" E
3.37'
L27
N 75'10'57" E
24.44'
L28
S 77'58'29" E
30.08'
L29
S 89'20'33" E
13.47' ,
L30
N 86'27'00" E
19.03'
Zrt,r-C/3L1, 16 Q4Z�33L341-35'L31.o
A LSL6 r pry' ^1 �3 L �. 07 ;, L28 L30 �3 r
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ALAI I t n 17nyr•n';r
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BEARING
DISTANCE
L31
N 82'15'11" E
15.81'
L32
N 70'1 7'40" E
13.86'
L33
N 67'1 5'58" E
31.07'
L34
N 81'39'57" E
10.85'
L35
N 86'52'55" E
27.58'
L36
N 72'07'26" E
8.49'
L37
N 59'S7'19" E
18.91'
L38
N 45'35'49" E
50.95'
L39
N 65'33'56" E
7.86'
L40
N 76'16'48" E
12.80'
L 4 1
N 83'35'54" E
11.96'
2
S 81'41'49" E
-1.46'
3
L
S 64'45'37" E
31.06'
4
S 88'22'58" E
S.66'
5
N 84'32'36" E
29.33'
I U(I 5U C) 1 1111
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(TIE ONLY)
(TIE ONLY)
WE1 LANDS
W2817A-42825
L60 - r
L42 r5
'1`9 L42
144 L46 54
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PIPE
LINE
BEARING
DISTANCE
L46
S 76'10'37" E
3.29'
1-47
S 08.44'26" E
7.95'
L'18
S 20'57'58" E
4.1 9'
L49
S 75'01'05" E
6.48'
L50
S 81'54'58" E
1 7.23'
1-51
S 88'58'25" E
16.17'
L52
N 79'31'27" E
8.26'
L53
N 73'52'01" E
29.07'
1-54
N 68'53'35 E
30.74'
L55
N 61'38'44 E
1 1.56'
L56
N 46"44'26" E
7.23'
LS7
N 36'48'22" E
9.25'
L58
N 30'26'42 E
13.62'
L59
S 77'25'16" W
1 1.88'
L60
S 77.25'16" W
19.49'
L61
N 1 1'22'07" E
33.23'
p N D S
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NORSTAR LAND SURVEYING, INC.
192-A N. CHURCH STREET
CONCORD, NC 28025
PH 704 721 6651
FAX [phone]
Greathorn Properties, Inc.
MVdI'lf kr."H,IHP r.IIChIlhtfill!tG(rl,l;a

LINE BEARING DISTANCE
L1 N 75'55'09" E 10.25'
1_2 N 60'14'42" E 3.61'
L3 N 41'39'59" E 18.52'
L4 N 50'2 VI 0" E 8.13'
L5 N 59'02'47" E 12.15'
L6 N 53'53'41 E 1 1.21'
L7 N 32'47'47 E 2.97'
L8 N 18'11'22" W 12.42'
L9 N 08'16'01" E 2.10'
L1o N 47'22'24" E 4.81'
L1 1 N 59'22'55" E 25.34'
L12 N 40'55'09" E 5.•16
L1 3 N 28'20'03" E 36.91
L14 N 37'08'30" E 7.09'
L1 5 N 54'03'30" E 6.61'
L16 N 63'24'08 E 34.50'
L1 7 N 49'33'33 E 4.95'
L1 8 N 32'02'09 E 10.52'
L19 N 24'52'1 1" E 1 1.34'
L20 N 17'3 5'0 7 E 8.70'
L21 N 07'54'34" E 1 1.92'
L22 N 1 3'57'07" E 10.88'
L23 N 39'10'20 E 4.04'
L24 N 58'51'43 E 5.31'
L25 N 66'31'06" E 23.71'
L26 N 48'36'51 E 34.84'
L27 N 52'46'02 E 13.8 5'
L28 N 63"41'55" E _
14.4 S'
1-29 N 68'47'39" E 22.92'
L30 N 89'14'50" E 9.33'
L31 N 52'36'34" E 9.13'
L32 N 47'49'02" E 26.01'
L33 N 60'52'35 E 54.33'
L34 N 57'12'53 E 19.115,
L35 N 36'42'53" E 26.85'
WET LAND
W2600-2609/2600A-2609A
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W1300 1332
^ I
(FIE ONLY)
(FIE ONLY)
(TIE ONLY)
LINE BEARING DISTANCE
L36 N 54"07'42" E 20.79'
L37 N 57'31'51" E 24.97'
L38 N 62'41'10" E 16.58'
L39 N 78'4217" E 4.68'
L40 N 87'34'06" E 20.57'
L4I S 77'19'44" E 13.2 2'
L42 N 85'04'41 E 5.06'
1_43 N 48'18'35 E 5.87'
L44 N 36'14'26" E 6.39'
L45 N 17'2 7'14 E 4.6 S'
L46 N 03'42'06 W 12.28'
1_4 7 N 18"4 515" 5" E 5.96'
L48 N 27'1 5'S2" E 8.29'
L49 N 41'33'08" E 6.61'
L50 N 68'39'25" E 8.27'
L51 N 75'26'•11" E 33.32'
L52 N 68'30'16" E 9.41'
L53 N 51'19'05" E 6.16'
L54 N 24'1 7'48 E 6.34'
L55 N 15'0 Y3 7 E 23.08'
L56 N 30'20'59 E 5.52'
L57 N 63'22'26 E 3.56'
L58 N 87'24'26" E 19.87'
L59 N 71'12'58" E 23.61'
L60 S 66'38'08" E 16.16'
L61 N 71'01'40" E 3.08'
L62 N 46'14'08" E 23.14'
L63 N 62'18'27" E 4.29'
L64 S 85'44'05" E 3.78'
L65 S 66'57'48" E 20.66'
L66 N 87'36'08" E 8.90'
L67 N7W5S'SI"E 12.13'
L68 S 40'49'28 E 16.52'
L69 S 40'49'28 E 14.26'
L70 N 34'25'49" E 28.53'
P N p S NORSTAR LAND SURVEYING, INC.
N G 192-A N. CHURCH STREET
L CONCORD, NC 28025
r, P11 704 721 6651
W E FAX [phone]
O I'IJ 1';',1;11) 1111:
2 ?
S Greathorn Properties, Inc.
2 0 0 2
I`1:':1fSF IlP.1YdSlIII' ?1F( KL1FJItURI: fI). h!(
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? 132
l9 )

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LINE BEARING DISTANCE
L1 N 63'25'10" E 9.76
L2 N 34'27'48" E 6.01'
L3 N 22'57'40" E 31.62'
L4 N 41'48'54" E 3.35'
L5 S 50°54'04" E 4.07'
L6 S 37'11'13" E 5.80'
L7 S 55'20'54" E 1 1.18'
L8 S 69'13'37" E 5.97'
L9 N 79'18'47" E 2.42'
L10 N S1.22'23 E 18.93'
Ll 1 N 83"42'54 E 1.1.40'
L12 N 86'33'04" E 44.28'
L13 N 57'43'23" E 17.72'
L14 N 72'21'24" E 25.69'
L1 5 N 65'27'23 E 24.54'
L16 N 63"04'15 E 36.98'
L17 N 67'59'57" E 30.62'
L18 N 61'02'28" E 1 1.33'
t_19 N 34'14'50" E 17.76'
L20 N 53"54'48" E 3.23'
L21 N 89"38'10" E 2.74'
L22 S 65'34'46" E 1 5.35'
L23 S 80'1 1'19" E 16.88'
L24 S 69'•10'08" E 24.80'
L25 S 77'38'05" E 9.78'
L26 N 79"44'44" E 21.64'
L27 S 74'07'23" E 3.78'
L28 S 29'44'03" E 3.77'
L29 S 05'08'34" E 21 .70'
L30 S 40'02'46" E •1.02'
L31 S 60'38'37 E 5.68'
L32 S 68'34'59 E 25.40'
L33 S 48'12'10" E 31.04'
L34 S 60'52'18" E 6.67'
100 ifl 0 100
(TIE ONLY)
BAR I:IRAPI I (TIE ONLY)
M
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LINE BEARING STANCE
DISTANCE
L35 N 89'55'26" E 5.17'
L36 N 58 01'10" E 6.67'
L37 N 46'50'20" E 24.87'
L38 N 63'27'21 E 5.88'
L39 N 87'49'21 E 8.03'
L40 S 84'06'21 E 10.24'
L41 S 78°13'26" E 22.24'
L•12 S 71'23'04 E 1 4.1 7'
L-13 S 27`02'52 E 1 5.57'
L44 S 62'42'1 1" E 24.52'
L45 S 64'55'10 E 29.51'
L46 S 59'46'59 E 1 7.98'
L47 S 1 7'39'25 W 7.28'
L48 S 03'42'12" W 3.66'
L49 S 60'03'29 E 5.30'
L50 S 6855'25 E 14.14'
L51 S 74'35'29 E 13.40'
L52 S 87'14'34 E 9.59'
L53 N 84'06'20 E 12.29'
L54 S 87'31'41 E 9.96'
L55 S 58.19'05 E 5.19'
L56 S 47'09'11 E 21.34'
L57 _
S 58'56'39" E 5.74'
L58 S 88'37'16" E 3.64'
L59 N 43'42'18" E 3.73'
L60 N 27'58'37" E 19.07'
1-61 N 81'01'20" E 3.90'
L62 S 79'23'38 E 5.10'
L63 S 65'47'1 1" E 4.48'
L6.1 S 49'23'54 E 16.95'
L65 S 62'45'04 E 6.67'
L66 S 74'28'06 E 14.1 V
L67 S 19'53'29" W 27.39'
L68 S 28'46'55" E 34.19'
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ORSTAR LAND SURVEYING, INC.
192-A N. CHURCH STREET
CONCORD, NC 28025
PH 704 721 6651
FAX [phone]
I'PFI'AP.I1) W1
Greathorn Properties, Inc.
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North Carolina Wildlife Resources Commission D
Richard B. Hamilton, Executive Director
MEMORANDUM
TO: Amanda Jones, Permit Coordinator
Asheville Office, U.S. Army Corps of Engineers
Cyndi B. Karoly, Supervisor FEB 7
401 NCDWQ Wetlands and Stormwater Branch
FROM: Ron Linville, Regional Coordinator
Habitat Conservation Program
DATE: February 3, 2006
SUBJECT: Greathorn Properties, Mayes Road Tract, Unnamed Tributary South Prong West
Branch Rocky River, DWQ No. 20060091, Mecklenburg County
The applicant is requesting a letter of concurrence from the North Carolina Wildlife Resources
Commission (NCWRC) to obtain a 404 permit from the U.S. Army Corps of Engineers or a 401
Certification from the NC 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 to construct roads and lots for a subdivision. Total wetland impacts are 0.094
acres. Stream impacts are proposed to 244 linear feet of channel. Onsite preservation of entire
remaining portions of streams is proposed plus the provision of buffers. Approximately fourteen
(14) acres of open space will be preserved along with adjacent wetlands. Downstream, the
Rocky River provides suitable habitat for the Carolina heelsplitter, Las»tigona decorata
(NCE/FE) although water quality issues appear to preclude the species. However, improvements
in water quality, wastewater discharge improvements, and riparian forests protection activities
could improve habitat conditions for mussels generally.
Mailing Address: Division of Inland Fisheries - 1721 Mail Service Center - Raleigh, NC 27699-1721
Telephone: [phone] - Fax: [phone]
Greathorn Properties - Ma} es Road -Page 2 - February 3, 2006
Based on the information provided by the applicant and our knowledge of the project area, we
will not object to the project providing the following recommendations are implemented to the
extent practicable:
1. 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.
2. For streams within watersheds that are not known to contain federally listed
threatened or endangered species, minimum 50' and 100' undisturbed forested
buffers are recommended for intermittent and perennial streams respectively. For
streams with federally listed threatened or endangered species, 100' and 200'
undisturbed forested buffers are recommended (see our website for additional details
at http //?„??? nc?cildlifc or<,1?,,,c17 WJ1d1ifeSpccicsCon/pg7c3 in,pacts.hdt). Buffer width
averaging may be used providing the buffers are contiguous and of substantial width.
Maximum available stream and floodplain buffer areas should be protected as
undisturbed forested common areas instead of being subdivided into portions of
individual lots with deed restrictions. The preservation and/or restoration of
bottomland hardwood forests will help maintain current ecosystem functions,
including biomass production needed for aquatic species.
3. Low Impact Development (LID) techniques are recommended and encouraged.
Information on LID practices can be found at xvww.Iowimpact (level opment.or
4. Stringent erosion control measures should be installed where soil is disturbed and
maintained until project completion.
5. To the extent practicable, post development stormwater management should maintain
or mimic pre development runoff conditions to minimize and/or reduce secondary
impacts to area streams.
In conclusion, efforts should be provided in this basin to help maintain and stabilize biological
and geomorphic characteristics within the Rocky River watershed. Should water quality
conditions improve, it is possible that the heelsplitter and other mussel species could survive in
the basin if proactive development activities are properly implemented.
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: Allan Johnson, DWQ-MRO
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