20060067 Ver 1_COMPLETE FILE_20060110

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July 20, 2006
NCDENR
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
RE: 401 Application Withdrawal
The Farm At Oak Grove Subdivision
Kings Mountain, Cleveland County
DWQ #060067
Dear Division of Water Quality
828-247-4495 •828-247-4498 FAX
H M DW0 p
JUL 2 7 2006

Based on my telephone conversation with Mr. Alan Johnson of the
Mooresville Regional Office, I have been instructed to write this letter to ask that
our 401 application be withdrawn since we impact less than 150 LF of the
existing creek bank and approval is not required by DWQ. Odom, Hollifield and
Associates has received approval by the Army Corps of Engineers for the culvert
installation.
If you have any further comments or need further assistance please
advise.
Sincerely,
ott Roach, EIT
Project Manager
Odom, Hollifield & Associates
cc: Alan Johnson, MRO, via fax [phone]
152 EAST MAIN ST. • FOREST CITY, NC 28043
=JUL2
DENR - WATER QUALITY
POINT SOURCE BRANCH
Date: 1/12/05
Triage Check List
Project Name: The Farm At Oak Grove SD
DWQ#: 06-0067
c v-2:135 sec- ` lounty: Cleveland
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PND 11,NTURAL RESOURCES
Alan Johnson, Mooresville Regional Office [?C3;c SVV_77 ?-`r C' !AL O FIC-7
60-day Processing Time: 1/10/06 - 3/11/06 JAN 1 3 2006 1 VI)
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 S
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
a?
El 21?TS
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!

tCiY
Subject: Re: projects
From: Bev Strickland <[e-mail]>
Date: Thu, 15 Jun 2006 14:51:48 -0400
To: Alan Johnson <[e-mail]>
06-0067 is a Mooresville project and it is still on hold. Could you please check it again.
It is in Cleveland County.
Thanks
Bev
Alan Johnson wrote:
Holds:
Don't know anything about these
05-1457
04-1192
05-2053
and
05-1808 - issued under the name of Bradford... hold was placed under the name of Baily
06-0067- asheville project... issued
05-1639-barry's project ...Neals Pallet
approvals letters on their way
?OF WATF90 Michael F. Easley, Governor
?O T G William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
p .? Alan W. Klimek, P.E. Director
Division of Water Quality
February 7, 2006
DWQ Project # 06-0067
Cleveland County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Michael Evans
MCE Properties
228 Rollingbrook Drive
Kings Mountain, NC 28086
Subject Property: The Farm At Oak Grove Subdivision
Ut to Potts Creek [BRD05, 9-53-6-3, C]
REQUEST FOR MORE INFORMATION
Dear Mr. Evans:
On January 10, 2006, the Division of Water Quality (DWQ) received your application dated January 5,
2006, to impact " <150' " of perennial stream to construct the proposed residential subdivision. The
DWQ has determined that your application was incomplete and/or provided inaccurate information as
discussed below. The DWQ will require additional information in order to process your application to
impact protected wetlands and/or streams on the subject property. Therefore, unless we receive five
copies of the additional information requested below, we will have to move toward denial of your
application as required by 15A NCAC 2H .0506 and will place this project on hold as incomplete until we
receive this additional information. Please provide the following information so that we may continue to
review your project.
Additional Information Requested:
1. Please submit a USGS topographic quad map with the project site located on it.
2. Please submit a Cleveland County Soil Survey aerial map with the project site located on it.
3. Please provide a location map for the project.
4. Please show all stream impacts including.all fill slopes, dissipaters, and bank stabilization on the
site plan.
5. Please locate all isolated or non-isolated wetlands, streams and other waters of the State as
overlays on the site plan.
6. Please provide cross section details showing the provisions for aquatic life passage.
7. Please locate any planned sewer lines on the site plan.
401 Ovcrsight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htto://h2o.enr.state.nc.us/ncwetlands
One
Carolina
Nb
'Yaturallif
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
MCE Propertie,6
Page 2 of 2
February 7, 2006
8. Please specify the percent of project imperviousness area based on the estimated built-out
conditions, and provide an inventory of the proposed project impervious surfaces if the percent of
project imperviousness is over 20 percent.
9. Please provide a signed agent authorization letter.
Please contact the DWQ within three weeks of the date of this letter to verify that you have received this
letter and that you remain interested in continuing to pursue permitting of your project and will be
providing the DWQ the requested information at a later date. Please contact me in writing and Alan
Johnson of the DWQ Mooresville Regional Office. If we do not hear from you within three weeks, we
will assume that you no longer want to pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733-
1786 if you have any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
Cyndi Karoly, Supervis
401 Oversight/Express Review Permitting Unit
CBK/ym
Enclosures: March 2005 Version of the Pre-Construction Notification Application
cc: Alan Johnson, DWQ Mooresville Regional Office
USACE Asheville Regulatory Field Office
File Copy
Central Files
Odum, Hollifield & Associates, Engineering Consultants, 152 E. Main Street, Forest City, NC 28043
Filename: 060067TheFarmAtOakGroveSD(Cleveland)On_Hold
DWQ,06-0067 The Farm At Oak Grove Subdivision
Subject: DWQ 06-0067 The Farm At Oak Grove Subdivision
From: Laurie Dennison <[e-mail]>
Date: Thu, 09 Feb 2006 14:27:28 -0500
To: [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please
do not send your response as a reply to this e-mail or via fax. The hard copy is
being sent via US Mail. All response correspondence is to be mailed via hard copy to
the 401 oversight and Express Permits Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604
unless otherwise noted.
Content-Type: a lication/msword
060067TheFarmAtOakGroveSD(Cleveland)On_Hold.doc
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Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
littp:Hwww.saw.usace.army.mil/wetlands/Perm app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at littp:/hvvvxv.saw.usace.anny.mil/wetlands/index.htm, or contact one of the field
offices listed on page 3 of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
littp://h2o.enr.state.ne.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should
contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application) prior to submittal of the application.
Page 1 of 1
Coastal Area Management Act (CAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for -a complete PCN for each USACE
Nationwide permit, see Condition 13, 65 Fed. Reg. 12893 (March 9, 2000), available at
http://wxvNv.saw.usace.army.mil/wetlands/mvpfinalFedRe.g.pdf. Processing times vary by permit and
begin once the application has been determined to be complete. Please contact the appropriate
regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://ii2o.ehnr.state.nc.us/newetlands/fees.litml. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 4,01 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 2
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell Swain
US Anny Corps of Engineers Alleghany Catawba Henderson Mecklenburg Transylvania
151 Patton Avenue Ashe Cherokee Iredell Mitchell Union
Room 208 Avery Clay Jackson Polk Watauga
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan Yancey
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabarrus Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombe Lee Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan National Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
North Carolina State Agencies
Division of Water Quality Division of Water Quality
401 Wetlands Unit Wetlands Restoration Program
1650 Mail Service Center 1619 Mail Service Center
Raleigh, NC 27699-1650 Raleigh, NC 27699-1619
Telephone: [phone] Telephone: [phone]
Fax: [phone] Fax: [phone]
US Fig
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
h and Wildlife Service / National 1V
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 276994617
Telephone: [phone]
Fax: [phone]
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
Page 3 of 3
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan
1638 Mail Service Center Bertie Craven
Raleigh, NC 27699-1638 Brunswick Currituck
Telephone: [phone] Camden Dare
Fax: [phone] Carteret Gates
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell
3855 Idlewild Road Ashe Mitchell
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson
20830 Great Smoky Mtn. Expressway Cherokee Jackson
Waynesville, NC 28786 Clay Macon
Telephone: [phone] Graham Madison
Fax: [phone] Haywood McDowell
Hertford Pasquotank
Hyde Pender
New Hanover Perquimans
Onslow Tyrrell
Pamlico Washington
Watauga
Wilkes
Polk
Rutherford
Swain
Transylvania
Yancey
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES I - 4.
Page 4 of 4
Office Use Only: Form Version May 2002
20060067
USACE Action ID No. DWQ No.
(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
2. Nationwide, Regional or General Permit Number(s) Requested: NW39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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), p [-? D
We
D
II. Applicant Information
JAN 1 0 2006
1. Owner/Applicant Information DENR - WATER QUALITY
Name: MICHAEL EVANS-MCE PROPERTIEgTLMDS AND STORMWATER ERANCH
Mailing Address: 228 ROLLINGBROOK DR
KINGS MOUNTAIN. NC 28086
Telephone Number: 704-472-9611 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: ODOM. HOLLIFIELD & ASSOC
Company Affiliation: ENGINEERING CONSULTANTS
Mailing Address: 152 E MAIN ST
FOREST CITY, NC 28043
Telephone Number: 828-247-4495 Fax Number: 828-247-4498
E-mail Address: Scott ,odomen ineering.com
Sc o-k i` I_;SeS
Page 5 of 5
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: THE FARM AT OAK GROVE S/D
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PfN):
4. Location
County: CLEVELAND Nearest Town: KINGS MOUNTAIN
Subdivision name (include phase/lot number): THE FARM AT OAK GROVE S/D
Directions to site (include road numbers, landmarks, etc.): US HWY 74 TO OAK
GROVE RD. NORTH ON OAK GROVE APPROX 2/3 MILE. PROPERTY IS ON
LEFT.
5. Site coordinates, if available (UTM or Lat/Long): 35 15 49 / 81 22 22
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 18.879 ACRES
7. Nearest body of water (stream/river/sound/ocean/lake): UT TO POTTS CREEK
8. River Basin: BROAD RIVER
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: PASTURE LANDS / FARMING LANDS
Page 6 of 6
10. Describe the overall project in detail, including the type of equipment to be used:
PROJECT IS FOR A 35 LOT S/D. EQUIPMENT USED WILL BE BULLDOZERS,
MOTOR GRADERS, BACKHOES. SED / EC MEASURES SHALL BE TAKEN DURING
CONSTRUCTION ROADWAY SUBGRADE STONE SET, ASPHALT. THIS PROJECT
CONSISTS OF THE ROADWAY FOR THE PROPOSED S/D.
11. Explain the purpose of the proposed work: THE PURPOSE OF THE PROPOSED WORK
IS FOR THE CONSTRUCTION OF A ROADWAY TO SERVE THE PROPOSED 35
LOT S/D.
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.
N/A
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.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
Page 7 of 7
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
2. Individually list wetland impacts below:
Wetland Impact
Site Nu nber
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
N/A

* List each impact separately and identify temporary impacts. 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.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http:/hvww.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please seci )
1 CULVERT <150' UT TO POTTS CRK <3' PERENNIAL

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

(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. 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
Size of watershed draining to pond: Expected pond surface area:
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.
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
Page 9 of 9
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 March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://12o.enr.state.nc.us/ncwetlands/strm,ilide.htm1.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.ne.us/wrp/index.litm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Page 10 of 10
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
-- If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No
X. Proposed Impacts on Riparian and Watershed Buffers (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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify, )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
" "Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 11
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
CURRENTLY THE PROPOSED AREA IS PASTURE AND WOODLANDS IMPERVIOUS
ACREAGE SHALL BE THE ROADWAY ONLY. STORM WATER SHALL BE
CONTROLLED WITH ROADWAY DITCHES AND PROPOSED SEDIMENT AND
EROSION CONTROL MEASURES.
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.
SEPTIC TANKS / DRAINFIELDS
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes El No
Is this an after-the-fact permit application?
Yes ? No ?
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Page 12 of 12

Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13

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Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http:/hvww.saw.usace.army.mil/wetlands/Penn app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at littp:HNvww.saw.usace.army.mil/wetlands/index.htm, or contact one of the field
offices listed on page 3 of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
llttp://h2o.enr.state.ne.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should
contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application) prior to submittal of the application.
Page 1 of 1
Coastal Area Management Act (CAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for "a complete PCN for each USACE
Nationwide permit, see Condition 13, 65 Fed. Reg. 12893 (March 9, 2000), available at
http://www.saw.usace.anny.mil/wetlands/nwpfinalFedReg;pdf Processing times vary by permit and
begin once the application has been determined to be complete. Please contact the appropriate
regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Pen-nit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at littp://li2o.ebnr.state.ne.us/ncwetlands/fees.btml. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 2
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell Swain
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg Transylvania
151 Patton Avenue Ashe Cherokee Iredell Mitchell Union
Room 208 Avery Clay Jackson Polk Watauga
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan Yancey
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabarrus Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombe Lee Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan National Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
North Carolina State Agencies
Division of Water Quality Division of Water Quality State Historic Preservation Office
401 Wetlands Unit Wetlands Restoration Program Department Of Cultural Resources
1650 Mail Service Center 1619 Mail Service Center 4617 Mail Service Center
Raleigh, NC 27699-1650 Raleigh, NC 27699-1619 Raleigh, NC 27699-4617
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
US Fish and Wildlife Service / National Marine Fisheries Service
US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service
Raleigh Field Office Asheville Field Office Habitat Conservation Division
Post Office Box 33726 160 Zillicoa Street Pivers Island
Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Page 3 of 3
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan
1638 Mail Service Center Bertie Craven
Raleigh, NC 27699-1638 Brunswick Currituck
Telephone: [phone] Camden Dare
Fax: [phone] Carteret Gates
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell
3855 Idlewild Road Ashe Mitchell
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson
20830 Great Smoky Mtn. Expressway Cherokee Jackson
Waynesville, NC 28786 Clay Macon
Telephone: [phone] Graham Madison
Fax: [phone] Haywood McDowell
Hertford Pasquotank
Hyde Pender
New Hanover Perquimans
Onslow Tyrrell
Pamlico Washington
Watauga
Wilkes
Polk
Rutherford
Swain
Transylvania
Yancey
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES I - 4.
Page 4 of 4
f
JAN 1 0 2006
DENR - WATER QUALITY
?%,U 4Uns AND STOP MATER BRANCH
Office Use Only: Form Version May 2002
20006 0 0 6 7
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. 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
2. Nationwide, Regional or General Permit Number(s) Requested: NW39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
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: ?
11. Applicant Information
1. Owner/Applicant Information
Name: MICHAEL EVANS-MCE PROPERTIES
Mailing Address: 228 ROLLINGBROOK DR
KINGS MOUNTAIN, NC 28086
Telephone Number: 704-472-9611 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: ODOM, HOLLIFIELD & ASSOC
Company Affiliation: ENGINEERING CONSULTANTS
Mailing Address: 152 E MAIN ST
FOREST CITY, NC 28043
Telephone Number: 828-247-4495 Fax Number: 828-247-4498
E-mail Address: scottDa odomengineering.com
Page 5 of 5
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: THE FARM AT OAK GROVE S/D
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: CLEVELAND Nearest Town: KINGS MOUNTAIN
Subdivision name (include phase/lot number): THE FARM AT OAK GROVE S/D
Directions to site (include road numbers, landmarks, etc.): US HWY 74 TO OAK
GROVE RD. NORTH ON OAK GROVE APPROX 2/3 MILE. PROPERTY IS ON
LEFT.
5. Site coordinates, if available (UTM or Lat/Long): 35 15 49 / 81 22 22
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 18.879 ACRES
7. Nearest body of water (stream/river/sound/ocean/lake): UT TO POTTS CREEK
8. River Basin: BROAD RIVER
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: PASTURE LANDS / FARMING LANDS
Page 6 of 6
10. Describe the overall project in detail, including the type of equipment to be used:
PROJECT IS FOR A 35 LOT S/D. EQUIPMENT USED WILL BE BULLDOZERS,
MOTOR GRADERS, BACKHOES. SED / EC MEASURES SHALL BE TAKEN DURING
CONSTRUCTION ROADWAY SUBGRADE STONE SET, ASPHALT. THIS PROJECT
CONSISTS OF THE ROADWAY FOR THE PROPOSED S/D.
11: Explain the purpose of the proposed work: THE PURPOSE OF THE PROPOSED WORK
IS FOR THE CONSTRUCTION OF A ROADWAY TO SERVE THE PROPOSED 35
LOT S/D.
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.
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
Page 7 of 7
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
2. Individually list wetland impacts below:
Wetland Impact
Site Ntunber
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
linear feet
Type of Wetland***
N/A

* List each impact separately and identify temporary impacts. 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.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.cov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Ntunber
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
( leasespecify)
1 CULVERT <150' UT TO POTTS CRK <3' PERENNIAL

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

(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. 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
Size of watershed draining to pond: Expected pond surface area:
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.
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
Page 9 of 9
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 March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
- - - but are not limited to: reducing the-size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://l12o.enr.state.nc.us/newetlands/strmaide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://12o.enr.state.nc.us/wrp/index.btm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Page 10 of 10
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
- - - If yes, does the project require preparation of an environmental- document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No
X. Proposed Impacts on Riparian and Watershed Buffers (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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 11
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or .0260.
N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stortnwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
CURRENTLY THE PROPOSED AREA IS PASTURE AND WOODLANDS IMPERVIOUS
ACREAGE SHALL BE THE ROADWAY ONLY. STORM WATER SHALL BE
CONTROLLED WITH ROADWAY DITCHES AND PROPOSED SEDIMENT AND
EROSION CONTROL MEASURES.
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.
SEPTIC TANKS / DRAINFIELDS
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. 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).
Page 12 of 12

Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
7347
NCDENR - DWQ
Reimbursable Expenses
Evans Subdivision - 05095
Stream Crossing Application Fee
1/5/2006
200.00
MB Checking
RpM@LgOwR JAN 1 0 2006
DENR -WATER QUA.. T`(
WETLANDS AND STCRM MATE-, O.V;NCN
200.00
a Complete items 1, 2, and 3. Also complete
Itcm 4 if Restricted Delivery is desired. iC ? Agent
13 Print your name and address on the reverse !? ?l'v t ?1-1?Addresseo
so that we can return the card to you. p. celved by (Printed Name) C. Date of Delivery
la Attach this cans to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to: D. Is delivery address different from item 1? ? Yes
It YES, enter delivery address below: ? No
Michael Evans
Properties
Rollin;brook Drive
ounlain,NC 28086
)6-0067-Cleveland
2. Article Number
(Transfor from sorvlco taboo
PS Form 3811, February 2004
3. Service Typo
ertified Mail ? Express Mail
? Registered P Return Receipt for Me„handiso
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
7005 1,16 --
Domestic Return Receipt
UNITED STATES POSTAL SERVICE
LISPS
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
First-Class Mail
Postage & Fees Paid
Permit No. G-10
c- c) 1r3 71
i
` $ t'd oz eel ----_o zed
~ r~ ~~az ~d soz c~ uc ~
i ~ -~z
i i
i ~ ~

~ r~ I
~r
~
_ _
~
f~

~ _ I ;
_ _ , TEMP corasTRUCnoN \ENTRANCE ~ EXI7 ~ "~--,1~ ~
50' RIGHT OF WAY
pOR'FR OO I • R/prr
- _ ~ - - sHC~orl - 1 / - - - - - - 6 6 I SHOkkDER ~_.--P-AVANT SH~jULpER DITCH
~ h - -
TEMP SED BASIN ~ ~ ; _ - - ~ _
' ~ L=?I' _ i' p t- ~
ry _ t" PER fl W=11' - tO'x5' I r 1 i I FT. FR 5 PER fit; i 'y' _ ~ .1 t AT
~ / ~ ~ L D-~ 4' WIDE WEIR nEr PROTEC11oN s - - - tT R/w
~ sF .~:1 SIDE SLOPES ~ TEMP S~t~~ BASIN 1 i 16 h ~ ~ , ,115 S.F, j SUPER AVE
S.A:- .51 sa ft - ' ABC g~ 1-~ i~
~ ~ 15 ~ - - ° t;UNTRACTtJR TO OBTU tACTOR TO OBTiUN ENGINEER CROSS SECTION ~ ~
,l 8 ~ :'~D=2' 4' WIDE WEIR APPROVAL FOR SLORE ` ~F INV 3:1 SIDE SLOPES I ~ ~ ' 3VAL FOR SLOF?E TO BE LESS ~ ` ` ! - ~
THAN 3:1. IN ALL Cq,SI 18 3 ' 8C S•F• 'YS"" ~ - S.A.=470.45 sa ft WILL NOT EXCEED 2i1. ~ ~ 3:1. IN ALL CgSES SLOPES ~ ! ~ ° ~ VOT EXCEED 2i1. ~ ~ _ _,~y
i ! I i
i ~ I 18 ,088 S ..,F _ I I
'?1 11~ 35 S.F, t i I ~ i~
- 21 ~ ~ 34 ,124 S.F. I
~ 3 0, 958 S. F ~ rr 3 ~ 20 I I
- ~ , 793 S.F sF ~ ;
i 32 ~ , ~ i ~ ~ ~ IPROP SILT FE CE ~ ~ ~ 31 2o,s27 ~ s.F. ~
9 w_ X (TYP) - 20,4 30 &1 S.F. 20,295 S.F.
l~,j3? ~ IIA x+ i j S.F. ~ 29 ~ ~ 20130
s ss ~ F ~ PROP 5' x lO' INLET PROTECTION ( 34 j I S.F. ~ j i 2 i 8 19, g
~ PROP DENUDED LIMITS r - _ 1 S f 27 64 S.F. 19,010 S.F
S ~ 2S ~ 2
~ 25
_ I PIPE (T1fP) ~ rxniws aum i~ io ~ ~ C NV IN = 9 ~ ~ . Sfi i _ 2600 ' r ~ i i 24
oaolwr .e i~~ la \ - d ~ ~ - - $F i I , TEMP SE BASIN I I ~ #3 i ,
1 - 3 DULVERT CROSSING s ~ ~ _ SECTION A - A i' . ~ • ~ ~ ~ L= 2Q I - - - W=10'
i ~ ~ - Sf' `1 I PROP SLT FENCE _
~ V' SF I rxma sm~na rtwa rrwe 0' : I ~ -°~-~,~5 ~ ~ , ~ D-2 4{ WIDE WEIR _°'°-~„5~~~ ~ ; s,.._ -F 3:1 ~IC?E ~LOPE~
wmrour ~ 1[sx slr~au I' i _ ~t(_ - i PRt~P sir FEN S.A.=19.43 sa ft
su~v rune ro w~ ~ j~_ so"Pu~11c w+ms ` ~ ~ W ~ sim Posr j_! - -~=5~_ I ~ tom) ~ FI l QO 0
~ ~ ~ ~ i
~ ~ _ a _ ~ , ~ ~ ~ I ~ " ~ ~i D~ ~'0- - a ~ ~
rte, - ~ ' na. ~ ~ I [ ~ I
~ ter"' w>~ _ ~ ~ PROP DENUDED LIhNT o ~ ~ ~ ~ z - _ ; s rt rwyc wlnt S ' ~ _ f , sF TAMP SED BASIN ~4
a ` ~ a x•-r coup n~::. 42, ~ rt w~ sour NOTE: Do NOT ~ i I ,
e• twcclc M!N ' ; ATTA„H FABRIC ~ t i TO E'rJ5T1NG r i i o, rti.,i,i ~m>, mN 10 1REES. ~ i t ~ - ~ ~-10
~ --~F 1 I ~ 1 ` 11.80 - ' =2' 4' WIDE WEIR
~ . ~s, ~s .~s ~ :1 SIDE SLOPES
~ ' I ma rose r o , ~J ~ S.A.=i9.i.4.i sa ft \
i so NtN. ; ~ x ~ ~ ~ <3,988 S.F i PLAN ~ 1 i - ! tn~r ~ ~ i 2 2.844 S. f . i ~ ~ i ~ I i
~lores. ~ ~ ~s 2i .145 i
r a TMs~,r ~ r~,l ~ 13 ' ~ 20 9p i a-w1Y. M$ ipY 1KC111E 1CIP DAFS911G, ~ ~ i > T) I ~ 14 ~ Q S.F. ~ j i~ I - ~ , ~
~r ,uoiaR aEwovr av ,un Iris " ,r us[o to n+w s~orrxr. - - r- - z we+ wms sru tE aBnm ~ ~ ~ J:~-,-- I I ,
rrlat to annrKZ aMO n,eut mart-ar-~. Y ~ ~ a:R~ i 15 i , rQi ~ I~arffro, r gvu ~ oox ~ G L` 1 i 20, 8 ' 20,848 ~ ~ I i S. PROP pEFR10ED LN~NTS
j TM~I ~ snaam wla swlaE I CONS"PR ~ i 1 ~ ~ 6 wA s~ ~ , C~'ION ~ 1 t I 20, 48 2 S.F ~ ~ i i
' ~D1O1 ENTRANCE/EXIT " l!lDII®1~ >a~ iLl;~ D~LiII, ~ ~ ~ ~ 1RfN~1 ~ a+AVa. 1 ~ ~ o 'Ih7ky'YN M 17 20 3 i7 S.F. i
t .o.ir n~' ~ a CONSTRUCTION SPECIFlCATIONS j" I ~ ' i 20,151 S.F. 19 19
,98 i 5 I S. F.
waer.o loMr anal 1. Clear the entrance and exit area of pll v?~atakion, - - ~ I ~ w~ra? ocruw" slew oar isr le~sst ~i MaelE% . r . 20 i9 ~ a~ , ; 21 ,C31.S.F.
- ~ roots, and other objectionable material and broperly i ~ ~ ~ m,~ I ~ ~ ~ E~ s "0°` 0W4°° l~ _ 1' ~ A ~I ea ~ISr I grade if:-' - s~rerart-ssrw r~wnsllu• ~ ~ ~ 23,815 ~ ~ 22 S.F. ~
Place the gravel to the specific grp~pitr#- ~ ~ I 23
- ' tl ' 1 dimensions shown on the plans, and smooth it. - ~ - , - 3. Provide drainage to carry water to the sediment _ _ ~ j 1
tr T I I r op. CONS RJCTION SPEGIFICATION~ _ Mw r ;
~ _ I ~~•c ~ s=at i:~•~~x:~ CONSIRUC110N YAIEI~AL - - I ~ ~~c~s-a i~-R~~ I i
1. Use synthetic fifer fabric or pervious sheet of t e • . '~.,e. q0 ~ ~ i ~
IL qo ~ pdypropyfene, nylon. pdyester, or polyethylene yarn, - _ - - - - ~ which is certified by the manufacturer or supplier as "`~~V aas s[ueall tea, m i E UIiR ~(w~a~ 40 x V ~
having a minimum titering efficiency of 85`b, tensile i ~a,~ g>;,.`° - ILL ~ I # ~ ~ 4
strength of 30 D/'n (etandord) or 50 ib/•n (extra •„ia~' . a ~?~o~' ; a strength) at 20% elongation, and a sherry flow rate xr N
,M ~ ~ ~ .,,w of 0.3 gel/sq K Synthetic fabric should contain ultra- °~~~a`tb.Pfiuao ~ ~~rq _ MAINTENANCE PLAN ~ .w~ TEMPORARY SEEDIN~~~ ~ MANENT SEEDING $Pl'1iCb Pi's ~c'3'a
violet ray inhbitars and stabilizers to provide min. 6 i months expected usable life at 0-120 deg. F. 1. Ail erosion and sediment control prat#ices will PLAIT SUMMER (May 15 -Aug 15} GRASS-LINED CHANNELS I o ,
QAiily T Ensure that posts are 1.33 lb/ft steel with o minimum be checked for stability and operation following Germcm mV#e# 40 Ibjac Tdl fescue 1.75-200 ~ ac - - Q /
length of 4 feet. every runoff-producing rainfall bu# in no case less wrrQ Kentucky bkaegrosa - 20 Ib/oc - - - -
DB 1092 PG 413 3. Use min. 14 gauge wire fence with max mesh than once every week. Any needed repairs will be ~ L' " or wval~ arrwxF swu ~ v sum ~rlcn spacing of 6". A oss~ [lalor. riu er v s Rye 40 Ib/OC FALL (Aug 15 -Dec 15} Lime / 4~ ID/ac
CONSTRUCTION made imniediotely to maintain all practicns as z ,wtox sxlu a sn u ? s~o ~ wo warm s~aart. 1. Ensure het t of fence does not exceed t8" above designed' ~ i nwr way g'"". se a'sa r+rr~ a r,lwc tw.l a~ worn s~cur. Rye (grain} 120 Ibjac i0-1Q-10 ferEiizer 1200 ~/oc r,~ac tw.~ ~rumEO caws strew / 4000 Ib/ac
~ 2. Sedrnent wil be removed behind the sediment ground surface. fence when it becomes about 0.5' deep at the ~
Construct fabric from continuous roll cut tc length fence. The sediment fence will be repaired os . OUTLE9 of barrier to avoid pints. When joints are necessary, necessary to maintain a barrier. PROTEGTI WINTER jEARLY SPRING (Feb 1 - Ma 15} ~ OUTLET R ~ rain- 120 ib ac OTHER SURFACES
securely fasten the filter loth poly pt o support 3. Ensure tem orar sediment tra is cleared once PROTECTION ~ t Tan fescue 100 Ib oc Korean lespedeza 50 Ibjac,-- Serica le e
post with ov~erfop to the next post. P y p 3. Support standard strength fabric with wire rricsh sediment repches clepnout mprk. spy za ~o Ib GRAPHIC SCALE Kobe lespedeza 10 Ib/oc
4. All seeded areas will be fertilized, reseeded as CONSTR~ SRF~?EICATION° fastened securely to upslope side of posts using o Lime ,2000 ib f ac Rye 40 b/ac so n 2s eo goo ~ 2o0 CAI., t0-10-10 ~ 750 Its ac Lime 4000 ~/a
necessary According to specifications in the veg- heovy duty wre staples at least 1" long. Extend wire etative plan to maintain a vi orous, dense, mesh to bottom of trench. g 1. Ensure subgrade for the filter and riprap is at str w ~ j 10-10-1 and riprap is at zero a / '1000 Ib joc 0 ferblaer 1000 Ib/ac
vegetative cover. grade. Compact any fill required in the subgrade in the subgrade to straw 4000 Ib/at
~~5; the density of the surrounding undisturbed materi idisturbed material. ~ ([N FEET Aisturbed sail may
1. ONLY DISTURB CIEAR OR MADE AREAS NECESSARY FOR CONSTRUCTION. Low areas in the subgrade on undisturbed soil mt ~ DATk FLAG OR OTHERWISE DElJNEATE AREAS NOT TO BE DISTURBED. EXCLUDE dso be filled by inaeasng riprap thickness. thickness. ~ DRSCRlPTION By DATE
T115 PRCPFRTY AID 51l~OtR~ P#OPERTY 15 mm R-t0 VEHICLES AND CONSTRUCTION EQUIPMENT FROM THESE AREAS TI? PRESERVE Filter clo#h, when used, must meet design regs meet design require- nch~?y or tearing. 1 PBR IaT1eBR FROM G.R. SPANGLBR OF TBB NCDOT DATED 11-$0-2005 &SR 12-1-05
~ ~ qfY ~ INi6 ~T~' ~ NATURAL VEGETATION. ments and be protected tram punch~g or tearing M lAb1CT ~ A~ 2 CLEAR AND GRUB AREAS TO BE FlLLED TO REMOVE TREE VEGETAII All connecting pints should overtop at least 1'. ~ at least 1'.
M 0191 ' 30.111 ~ ~ 3. Rpprap mny be field stone or rough quarry stol 1IE TOTAL M!1¦9t OF L015 PROPOflED - 35. MUCK, R(yOTS, OR OTHER OBJECTIONABLE MATERIAL THAT W~1LD AFFECT i# should be hard, angular, highly weathergresistai 'ough quarry StOnE. ~ Ii'1'!~6 FAOIi NCDBNR-DLR 3TBVE AIl+RBD DATED i1-22-05 BSR 12-16-05 weather-resistant
fJh,(ry gnu _ pi-STl€ gp~ Ml€MS ~yD THE PLANTED STABILITY OF THE fill. and well graded.
t11BUC 1MTAt (QEIIELMD OQMIY). 3. PLACE FILL M LAYERS NOT TO EXCEED 6" IN THICKNESS AND COMPACT THE 4. Construct the apron on zero grade with no ow OEyp~pyT PIIAlfE9t LAYERS AS REQUIRED TO lT) REDUCE EROSION, SLIPPAGE, SETTLEMENT, OR fall of the end. Make the top of the riprap at tl bade with no over- f the riprap at the
OTHER RELATED PROBLEMS, downstream ~d level with the receiving orPA nr s ceiving area or sl'igntiy
PIYL1t OIE LOTS f. i ! 3 (tDiat ~ 4. KEEP DIVERSIONS AND CHANNELS AND OTHER VYATER CONVEYANCE MEASf~S below it. RIII~ T~ ~ ~ON AIO FNtST OPDi DACE LOT FREE OF SEDIMENT AT ALL TIMES. 5. Ensure that the apron is properly digned with
I~ a RIASE TIIOE; LIOR 1 THR1 ~ ~ GPFII ~ 5. ROUGHEN THE SURFACE OF ALL SLOPES DURING THE CONSTRUCTION OPERATION receiving stream ald preferably straight thr~ghou ply digned with the \```~~t~unii~~~~~,' ¦ - ~ tra;gnt thr~gnaut 1~ CA$ SCALB: i - 50 DRA1fN BY: BSR
Au ne nau..•.wM 771 DCTaIU Via7L'D WI+OC'~CC 1?IC'il TL~71ru~ ?un C•MI IT•TT .rnrr•~ru. .F.. le....11. ii .......e ......a..a :a aa._ . s~_ .~-a . _ , _ T.A1t AT T TTTiTT Tl JOB KAY: THE FARM AT OAK GR(lVF
%wWWK aygwTIZAyN w tw tnAnn tuM nwn~na7c mrILIro%mAv. MU rAldU1P11C YCbCIRff%M n cnyui. u c cwvc w uccucu, ywc.c t 7u uic t ESTAWSHMENT. end of the apron. ywc.c R III mr, uNNcl - •
6. PERMANENTLY STABILIZE ALL GRADED AREAS IMMEDIATELY AFTER FINAL 6. Immediately after construction, stabilize all dist DATE: 06 SEP 2005 CEIZV ED BY: stabilize all disturbed Q r .
GRADING IS COMPLETED ON EACH AREA. APPLY TEMPORARY MEASURES ON ALL areas with vegetation. GRADED AREAS WIEN MARK IS TO BE INTERRUPTED OR DELAYED FOR 15 SEAL Engineering, Inc. LOCSTiox: ICINGS MOUNTAINNC
AR DAYS. - 28922 .4 ' PROJECT MGR: DWO 152 East Main Street
7 DENUDED UL41TS = 283 ACRES Forest CSty, N.C. 28043 DESCRIP'nom GRADING & EROSION
JOB NUMBER: SHEE''T. . AN O,828-24744"
1 F I"'- CONTROL FLAN 05095 2 OF 4

~ ~ ~E:; -
~ - -

' 3:1 SLOPE OR (LATTER ~1~ `
~ ,V - TEMP01?ARY SEEDING PERMANENT CEDING
s MIN SUMMER (May 15 Aug 15) GRASS-LINED CHANNELS
"z*'.~°';- COMPACTED SOfI ~ _'~German millet 40 Ib ae _ / Taii fescue 175 200 ib/ac
FlLL 36° ;;i~~.. MIN s~~.°~i, SLOPE Flow ~ Kaitucky bluegrass 20 Eb/ac
t s , ~ FALL Au 1 - Rye 40Ib/ac ~ ( g 5 Dec 15)
II-IiFIII~ iii~,~ iif ~ ICI ~ ilr"~~ "~cirT',.;, , 4 ilk k~l I i~l~ll~~~ R rain 4000Ib/ac n ye (9 ) 120~Jb/ac 10-10-10 fertilizer ~•-~,?Q,Q,Ib/ac
9' MIN --i~ DUKE p ~ straw 4000 lbfac, -
OWER C L WINTER/EARLY SPRING `Feb 1 - Ma 15 ~ ( Y R rain ALL OTHER SURFACES
1--_ a• R/W TEMPORARY BERM DETAIL Ye (9 } 120 ib/ac Taft fescue 100 Ib Korean lespedeza 50 Ib/ac
Serica~iesp ez 301b/ac k;abe eza 10Ib/ac
N.T.S. 17rne 2000 Ib/ac
_ _ ~ 10 ~>3~10 750 Ib/ac straw 4000 Ib/ac 10-10-1 fer#i• erg 1000 Ib/ac
0 straw 4000 Ib/ac
`
4~ 1
~ _''1-_ r~t< 1',''
~S ~ ~ ivies;
1
A.Pf1.Y MfU(R A3 WW1 _ _ ~ ~ ~
'MIF45 a' IIECESSYh. - _ , \
~ ~
P k > ~ ' ` 1 x, ~ ~ 4 j
b'
~ S.F. ~ 1 x e ' a z'-a• cau~ J- ' ~ - l?~'~'5t ~
a wceccvE 1 ~ _ _ r,. s' niac ~ ':MIN F ' ~ ~ ~ - AT~T R ~ w~ a /W cat . . _
R ~5 , - ,
~ 2 TEMP. SERI ~ ~~T'67~ttd _ 40
m l~ or~moN ~ b _ TEMPt~RARY JlU~,R~II~N QlTC!1 yy !a - 2V i ~ W
50' IN. \ D = 3 ~ ,a 5,~ o
preN (TYP) - - _ - _ SLOPE _ N:._~~ ~ ~~x~~~. 3:1
1. 11E O(IMNQ SIMtL aE YINVJIED NIA ~ _ _ I ~ l RUP ~lLT FENi~E, ~ ~.I i - - 4
corms a sawort aao rsic mars- / SOD a-wa, nas wr aroua+r Ttv ovFSSUC. n TYP \ , ~ amrn +ro/vR uF,u.r„ ~u un ~wmrrcs 1, ~ • _ D• ~ .moo XOC% d50
z. rear rECtssrn. wxms swu eE turNm ~O~y ~ r } Ole ~~rm Pl~c~e -~o'Public
~ w~s,mc s a~ai~n, rt swvl ~ oor~ E~~L ~ \ )f ~i CONSTRUCTION ~ i r irF•c~ ,y,.w, u PRuP 8" A C STONE ~ `s
~ % ENTRANCE EXIT S ~ `i' 3~__ _ _ ~ - : COMPACTED .FOR TEMP ~ - • - -
~ ~ ~ • t f - CUL-DE-SAS
CONSTRUCTION SPECIFICATIONS / 1 ~O` ~O rte= ~ ~ fn ~
1 1. Clear the entrance ald exi area of dl totion _ n~ i_ii~ "mQ 17 Z ~ ~ a wRa+. nsT~ w swi e¢ cs su~cMr u~an+ ~ ~
~ ~ roots, and other objectionahd~e, fiaterial and properly / , \ ~ - ! ' ro orss~h ter. _ ~ Fw a , sx~u er ~r a ~ ~ro aaac Mn rawer srw,~+r. 0 a
s grade i#. CC~~~ ~ o 2. Place the gravel oFtHe specific grade and ~ ~ ~ z rxhx ~ vwi eE ALhx r,~ec a: e• ~ mbm ~ Q Q (/j
~ - ~ ,i dimenslans shown c~n the plans, and smooth it.
3. Provide drainage to carry water to the sediment ' ~ 1 trap. k~ ~ ~ I ~ ~ OUTLE'fi ~ p Z
~ z ~ ~ ~ ~ ~ ~ PROTECTXON ~ Q
N ~ ~ ~ t~' / , .t , C~'Y
P =o s \ \ S -.1 ~ CONSTRUCTION SPECIFICATIONS j ~ Z ~
~ ~x N Ut~~ ~ 1, Ensure subgrade,far the filter and ri ra is at zero Z ~ s
3\ ~ ~ ~ > S~ (p ~~'4' ~ grode. Compact any fill re wired in the soli rode to q 9 ~ ~ \ ~ the density of the surrounding undisturbed material.
~ ~ ~ 6 ~ ~ E ~ O Low areas in th'e subgrade on undisturbed soil mo Y
~ ~ 0 G~ ~ ~ ~ \ ~ ~ ~ tJ x .F. O \ ~ ~ 121 ,also De filled by increasing riprap thickness. ~ -Flier cloth, when usi~i, must meet desi n re wire-
. ~ ~ 1P 6 19~ S ~ 16 ~ 'tR dQ 1 ~ 115 ~ g to ~ S. F 9 q ,11 g / ~ meets ands roiected from unchin or tearin . P 9 9
c, ~ 1'~ ~ ~ N ~•F• O Alt connectin ' ~ts_shauld overlo at least 1'. ~ 3. Ri a ma be field sfone_or row h Pr P y g quarry stone.
~ ~ S i O ~ I#%should be hard, .an ular, hi f ther-resist t x ~ sand well ~ ~ ~ y~w~ ~
C(i - ~ -w r N ~ ~,o graded.; 4, Construct the o roe Sri zero rode with no v~ r-
i ~ V u;, ~ f 50' RIGHT OF WAY I P 9 +e ! fall of the erd. Make~the to of the r' ro ` h P ~ pa#te
~ t ` ~ downstream end level with the receivin area or sii htl - 9 9 Y ~ ~ 6' ~ ~ ~ ~ ~ below it. ~
. =i ~2 PAVEMENT SHOULDER gtCN - - grce 5: Ensure that the apron is properly aligned with the ~j~
1 16~ 1 /.f - ~ ~ ' ~ recetwng stream and preferably straight throughout ~ _ _ 16 ~ ~ its"lenq`tl~ ;~ff a curve is needed, place it in the upper
fl~ Wv;-d i~T I~ ~ ~ ~ S~. 4oe' '36 ~ ` ; :end of the~opron.
~ ~ i .i xvi-' i~ - ~~wi x.-n z a.~ i`~ t PAR FT. P~,+ ~ . .~5 ~ j ` .5, immediately after constructi ,stabilize alf disturbed I ~ . ~ \ was with vegeta#ion.
~4 j- r i ~ ~ /
s" ,•`;~;,r ~ ~ ~ 1'~ ! ~ 1.5° S9. SUPERPAYE ~ ~ - ' ~ i ~ BRANCH
~ 6~ \ ` - -
~ s~~ CONTRACTOR T4 OBTANd- INEfNF,~ ER CROSS SECTION ~ APPRQYA!-FOR SLOPE TO ~ LESS - -s ~ da.,-~
--its 3:1. Nd ALL CASES SLOPES Cj~ ~ _ WILL NOT EXCEED 2:1. 1
~ , 6
~ - ;
EXTW1 SIIIF1rGM RUER FPBPoC ' ~ +JEEDm Mnldlf M7tE 1~1 SUPPORT j

~ s~ ~ ~ ~ ~ i DANNY T. HENDERSON ' is \ `
~ ~ ! - ~ Q~ -
~ GB 1 ~R PG 671 'S~~ ~ ~ ~ ~ , ~ , ,
~ - •F ~ R~
1 - ~ ++w ~ + -NOTE: DO NOT ru iO~ - ATTACH FABRIC
TO EkIS71NG ~ / ~
TREES r ti . ~ ;
~ , ~ ~ \ \ ~ V ~ - -
T."' r Y ~S
- ! SOE 4F . ~euaar - - ~ ~ 1 I \ \
• ~ ~ ,
- - i " 2033 ~ ,
~ , tY wx~. MAINTENANCE PLAN 1 / ~ i \ i / - X,
L All erosion and sediment control ractices w71 p ~ be checked for stability and operation following ~ ~ i
~4~3 ~ every runoff-producing rainfall but in no case le s ~ nmo+enr wnh erauu ~c,,.m, sa+wa i
~ than once every week. Any needed repairs will b l
mode immediately to maintain oft practices as SITE DATA: designed. \ ~ n
2. Sediment wiff be removed behind the sediment ,.~r~wa~rc+`~;~arna, THIS PROPERTY AND SURROUNDIN ~ ~a G PROPERTY IS ZONfD R-10 ; 8 fence when ft becomes about 0.5' deep at the \ rl rte. i ,J//~ j \R / V ,
BY THE CITY OF KINGS MOUNTAIN, NC. fence. The sediment fence will be repaired us ro m+ ~ co~wna S](LT
necessary to maintain a barrier. ~ ~ ~ r I', ACREAGE IN TOTAL TRACT = 20.11 ACRES j
3. Ensure temporary sediment trap is cleared once ACREAGE IN - \ ~~.u OPEN SPACES - 30,666 S.F. sediment reaches cleanout mork- r GRAPHIC SCALE
All seeded areas wll be fertilized, reseeded as THE TOTAL NUMBER OF LOTS PROPOSED = 35. CONSTRUCTION SPECIFCATIONS necessary according to sper:ificatians in the veg- UTILITY SYSTEMS - -
ON SITE SEPTIC SYSTEMS AND etative plan to maintain a vigorous, dense, \ '
vegetative cover. cONSTRUC oN MATERIAL PUBLIC WATER CLEVELAND COUNTY . 1. Uses the6c filter fabric or ervieus sheet of i - _ _ _ -
Gk~AL NOTES: ~ p `,pa{ypropylene, nylon, polyester, or polyeth~ene yarn, DEVEL + 1 i tN FEET
1. ONLY DISTURB CLEAR OR GRADE AREAS NECESSARY FOR CONSTRUC hich is certified b the manufacturer or su ier as OPMENT PHASES: FLAG OR OTHERWISE DELINEATE AREAS NOT ~ Y Pa > TO BE DISTURBED. EXCLU hp~ng a minimum filtering efficiency of 857, tense ) inch = 30 ft.
VEHifXES AND CONSTRUCTION EQUIPMENT FROM THEE AREAS TO VE str?ngth of 30 Ib/in (standard) or 50 Ib/in (extra PHASE l
NATURAL VEGETATi~+I. , strerl th at 20x efon Lion, and a shirr flow rate ONE: LOTS 1, 2 & 3 (MINOR SUBDIVISION) 9 ) 9a Y _ 2 CLEAR AND GRUB ALAS TO BE FlLLED TO REMOVE TREES, VE A110N, of 0. gal/sq ft. Synthetic fabric should contain D?tra- PHASE TWO: OTS 4 THROUGH 8 AND FlRST OPEN SfSACE LOT I 1 ' j ~
YUCK, ROOTS, OR OTHER OB,JECTIONA~E MATERIAL THAT WOULD CT violet ay inhibitors and stabilizers t~ provide min. 6 MAJOR SUBDIVISION U r S 74 ~ REO DESCRIPTION YPASS BY DATE
manths~expected u ble life at 0-I~0 de f. PHASE THREE; LOTS 9 THR THE PLANTED STABILITY OF THE FlLL ~ _ ~F g~ OUGH 35 AND 3. PLACE Fill IN LAYERS NOT TO EXCEED 6' iN THICKNESS AND COM CT THE ' g~``~nsur~ that pusts~are 1.33 IbJft steel with a minanum SEC01~l3 OPEN SPACE LOT i PER LSI'fER FROM G.R. SPANGLER OF - - TBI~ NCDOT DATED 11 3O 2005 BSR 12-i-O6
LAYERS AS REQUIRED TO TO REDUCE EROSION, SLIPPAGE, SET11d:1+1 T, OR \ length of'~4 feet. (MAJOR SUBDIVISION ~ - IBITER FR8)li NCDENR-DLR STBV1; ALLRBD DATID 11-22-05 BSR 12-16-05
OTHER 3. Use min. 14 gauge ire fence with max mesh
4 K€EP 011~tSKkrS AND CHANNELS AND OTHFJt WA11;R CONVEYANCE MEASURES `spacing of'G". FREE OF SEDIMENT AT ALL TIMES. `\s:uNSTf~uC110N LOCATION ~IAP
Ensure het ht of fence does not exceed 18" above 5 ROUGHEN THE SURFACE Ol: ALL SLOPES DURING THE CONSTRUCTION OPERATION NO SCALE
TO RETAIN WATER, INCREASE INFlLTRATION, AND FACWTAIE VEGETATION ground surface. _ ~ 2.\Construct fataric from cbaiinuous raft cut to length ESTABLISHMENT. ~
of tfarrier ~o avgid joints. eon-fOmts are necessa~y,- 6. PERMANENTLY STABILIZE ALL GRADED AREAS IMMEDIATELY AFTER FlNAL sealed fa en tt+e titter clot onl a y s't y t o support
GRADING IS COk1PLETED ON EACH AREA. APPLY TEMPORARY MEASURES ON pas#'with overlap to the next est. ~ CSR 3CALB: i" = 30' DRA1fN BY: BSR
GRADED AREAS WHEN WORK IS TO BE INTERRUPTED OR DELAYED FOR 15 \ ~ ~iiiv„~~+ ~+.n,,,,+~ f„ ,.,;.a ma~~ , _ ~~.9r. „t r T,,z,,T „ loB NAPE: THE FARE AT OAK t;R>nVF
Y5 fiast~fe secur ly to upslope sid of posts using 0 _ .
7. h DENUDED UNITS 4.98 ACRea i ty wire stop sot least long. Extend wire DATE: 06 SEP 2005 CHECKED BY: 4
mesh to bottom of trench. & SLOPES LEFT EXPOSED SHAH, WITHIN 21 CALENDAR DAYS BE OF COMPLETION SEAL r' Engineering, Inc. LOCATION: KINGS MOUNTAIN NC
OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH 0 28922 A ' PROJECT MGR: DlfO W: 152 East Main Street
TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFACIENT 2 TO RESTRAIN EROSION. N S, Forest City, N.C. 28043 DEscmmom GRADING & EROSION
~J \ JOB NUMBER: SHEET: F.K , 828_247-4495 CONTROL PLAN
,,05085 2 OF 4

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~ TEMP CONSTR1JeTlflN f' ---a-_ - _ " ~'~~TRANCE /EXIT 'I
~,.fTYP) _ ~ _ N 50' RIGHT OF WAY I
I ~
~ ~ ~ ~ , _ 6' 6' I
- - SH - _ ~::t _ T - SHOULDER -oPAVEME_NT SNt~t)LDER CNT"~H
- i _ _
~ ^ ~ TEMP SED BASIN 2 ~ h ~ _
~ - - ~ L-21' ! i _ . 1' ! ~
~ w-11 1 ~ - 1" PER fi PER FT. 'y
- OP 10'x5'INLET ~ i ~ ~ ~ ~ ~ L ~ l~ D-~ 4 WIDE WEIR iLET PRO~cnoN .y,~ s
16,11 h s.F ~3.1 SIDE SLOPES TEMP SE(7 BASIN #1 i ; ' - I " 1.5 S9. SUPERPAVE
5 S~R• ~ S.A:~.51 sa ft - % 1 j L 31, 8' ABC 6"
~S ~~3&" HLWE ! CUNTRACTOR TO _ - "1-.z CONTRACTOR TO OBTAIN ENGINEER CROSS SECTION -
$ ~ ~ \ ( D-~ 4 WIDE WEIR; APPROVAL FOR l~ _ IHV r = zs. 3:1 SIDE SLOPES I THAN 3.1. IN AL APPROVAL FOR SLOPE TO BE LESS ~ ' ~ -
1 . 6,~~6 5,~. . e w S.A.=470.45 sa ft WILL NOT €xcEEi THAN 3:1. IN A ~ ~ ~ ~ LL C/~SES SLOPES ~ WILL NOT EXCffO ~1. - - - - _ _
! i ~
% ' 1 ~ 8,osa s.~ ~ i
_ 11~ 35 ~ ~ S.F, i
~1 1 C ° 34 , 2~ S.F. ! I i
A ; Q ~ ~p 5 ~ . 1 ~ 33 ,9,.$ S F I I I
, , ~ 3~ 3 S.F. 7g ~ ~ , 3 S.F.
u- ~ I / ~ ~ !PR T F I 31 T OP SIL E CE ~ ' ' 2x,627 S.F. 31 i
9 \i (TYP'J / ~ A~ I 17,53 , A(} , 70.461 S.F.
93 ~ ~ i 40,29 I SS ~ 29 'F' - I ~ 20,1,0 S.F. i
6 ~-o\,. h F I 28 I as
PROP 5' x 14' INLET PROTECnON s9 `~.t % `~0 ~ . r PROP DENUDED UWTS ~ ,964 S.F, I i s7 ~ 1g
\ f - ~ 1 ~ S -yS , 26 ,010 S.F. 2
ormr~ra, \ ~ , I OP 36' HDPE ~ \ i ~ ~ 2 ~ 5
I _ / PIPE (T'iP} cr ~ S ~ ~ F t I danxs r~o _ i" ~;i i ~ ~ ~ YIN = 926.00 , 24 ~
r i r ~ _ _ TEMP SE ~ BASIN 3 J i #
#1 3 CULVERT CRC~~SING ~ ~ - L= 20' ~ ~
SE~TION A - A - ~ Srr' I i ~ ~ - I i j PROP SILT FENCE ~ I ~ - '
r f ~ D-2 4 WI W I DE E R -s~_-~~`----~ ~ ~ ~ ~F 3:1 SIDEi SLOPES
' nEmm wmqur r~ v~ surPOar I. ok•k3rm o -S~ i ~ PROP ~Lr ~N ~ - S.A.=19 .43 sa ft
/ ~ s Pu5Gc H- suPRr wve~ ro w~ ---5l= i TYP 1~ ~ j ~ ~ ~ r ~ , ~ Q
i - h~`'F-~ - ~ e~ - ti` ~ _ i ~
.~1~ r % '95 D~ ~ - i ~ _ ~ ~
I p. h° Fled = nL~ 1~ ~
~ ~ ~ _ ~ j - - - PROP DENUDED LIMITS ~ I 3r. i~... ~ ~ '~",8 ;:'err t~p'~ svKac iem i ~ -3 _ 'F SF TEMP SED BASIN 4 ~ #
a 'E 4~Q , ~ ~ A ~ ? ~ , ' I~IISR ~~p ARpl4 ~TE: ~ ~T ~ ~ ~ 1 I A I t 2'-J' COURSE I. T y~ r ; C 12 T':°' ra 9 `raxr n7IX ATTACH FABRIC ~ 36~' - ~ '=20'
i I i i ~ti,, tie. s• nwLrc x MIN To EwSTiNG j ~ a ~~~n ~ - ~i 10 TREES. ~ t t ~~yf
n , i 11.80 - 4 IMDE WEIR i i jS
n ~1 ` ~ d• ~ OI4F1l90N RIC6E C{~, ~ I ~ i _,_~J_~~ ;1 SIDE SLOPES
~ ~ ~ i F f I I ~ I I j ~ S.A_=193.43 sa fit
50' MIN. r I r X3,988 1 ~ aF Ham. 1 S.F. ~i i PLAN - ~ 1 22.844 S. F. ~ r c~ 1 ~
r~ ~ ~ wrrrrH¢+ w A > 45 S.F. \
„~T wu H~vwr mw:xaw ~ ~ - ~ ~ ~ 13 l ~ nawrc a scnMar aRa wiaic RKiRS- tM~' I 20, 984 S. F. ! ~ r I ! , I
ar-rar. na wr acauue ma oR~r+c. / ~~aQ «r of >8 ~ ~ .r w 14 2 r usu, ro mw srt~Rr. _ ` ~ ~ O_Rf d c r I ~ i
z, ~ xEC~, ~qs swiG ec a TEIfPO Y' :dx co r.Mpam azwa I ~ i i i ~ 1 vmoR ro arrn weuc ~-or-,wr. i a s REa~nm. R s3vu eE oorc j (r' 20.648 ~ " r
~ o~ s<"~,~° "+~'E° "°'E ~ CQNSTR C ION ! ~ 16 s~~ , ~ ~ S• ~ PROP pENtlOED LNNTS i f 40, 48 2 I S. F.
ENTRANCE/EXIT ~ sty®~ ~tmmr?ta a~ tRaa~ wm ~ ~i maces ~ aria - ~ I , 17 20,317 S.F. 18 ~ 2©1 ~ i
i CONSTRUCTION SPECIFlCATIONS ~ ~ 1g , S1 S.F.
_ roe i ~ ~ 19, 985 I ~ ~ ~ S.F. ~`i~,~ ~ - 20
1. Clear the entrance and exit area of all ve etation, ~ siad~noa ~ am~nr wed ~ i I J ' rgrAn ru g r~cssm. ( ~ j na~om f~ . ,a , w;: pc,; awnae t~' vU 19,031.S. 21 ~ F. owe t~' ~ i + ~ 23, 81
- - roots, and other objectionable material and ' roperly i ea~or avu ~ ovo~m _ l~ = m µ w+u nwr ~u xor caa~ grade if. - - ~,e„ »n o,„ ~ SILT FEN ~ ~ 22 ~ S.F,
2. Place the gravel to the specific grade ahd - - - 50'~~D ~ ~ ~ I s~oN' ~ ~ 23 I
dimensions shown an the plans, and smvath it. " ` - - _ _ _ ' t ~ I ~ I 3. Provide drainage to carry water to the sediment I :k. ~ - I
trop. CONSTRUCTION SPECIFlCA710~1 Ste- 2~ -
- - ~ ~ r~:~ i ; I ' f f I ~
CONSTRUCTION MAIERIAL _ ~ ~ R•'~~~ ~'ti 1. Uses thetic filter fabric or vious sheet of ' e_`~~ o I
Polypropylene. nylon, polyester, ar poiyKthylene yarn, - - _ _ L - '':;~seR Ro4~ s unto _.5 ' " ~9N~~UIiQ llvn 5?, W~'6 ' I '
which is certified by the manufacturer or supplier as - ~ ~ having a minimum filtering efficiency of t35~, tensile b I . _ ~;.p~' ' St. ~ f I ~
strength of 30Ib~n (standard) ar 50 Ib/in (extra ~~~'r'~
strength] at 2016 elangation, an4 n slurry flow rate - "'gyp of 0.3 gal/sq ft. Synthetic fabric should contain ultra- ~ ~ ~~'d'--'~ MAINTENANCE PLAN / - TfMPORARY SEf01NG - ; „~::_w$a;~_s:.;:,,~,~wa=~o' ----'1_ERMANENT SEEDING ( ~ i ~
videt ray inhbitors and stabilizers to provide min. 6 _ ' ---t _ ~i SUMMER (May 15 -Aug 15) GRASS-LINED CHANNELS I
months expected usable life at 0-120 deg. F. i. A!I erosion and sedimen# control practices will PLAI'1 GAINlY T. IEi~y~ Ensure that posts are 1.33 Ib/ft steel with a minimum be checked for stability and operation followi PLAN ~ ! ~ , erman mine ~ t. ~ 9 G t 40 It; 7dl fescue tl5 _00 fb ac - _ /
length of 4 feet. ~ every runoff-producing rainfall but in no case less Kentucky bluegrosis ' 20 Ib/ac - Rye 401b/oe _
DB 1092 ~ 423 3. Use min. 14 gauge wire fence with max mesh once every week. Any needed repairs will be ~ m ~ ° r° ~ ~ °F a"'x' spacing of 6". n~rade immwfiatnly t6 maintain aH practices as z sxr. a gr u, aRO cra~,an way staac~r. ~ sw~ ~ °F FALL (Aug 15 - DeC 15) i / L me 4000 Ib/oc
CONSTRUCTION designed. i nna ~rarnn awt R ahn uanc aR x e cra~,an.~c sea~tr. Rye (grain) 120 !b; ~c 10-10-10 fertlCier 1200 Ib/ac c~nc a+ x n+pc swwEO straw / 4000 Ib/aC
1. Ensure height of fence does not exceed 18° above 2. Sediment wil be removed behind the sediment ground surface. fence when it becomes about 0.5' deep at the /
Construct fabric from continuous roN tut to length fence. The sedimen# fence will be repaired as - ~ OE ~ ~ _ / 1MNTER/EARLY SPRING (Feb i Moy 15) ~ OUTLET Rye (grain) 120 Ib/ac -?1LL OTHER SI~RI-ACES
of barrier to avoid joints. When joints are necessary, necessary to maintain a barrier. ! PRO7 securely fasten the filter cloth Only of a support 3. Ensure temporary sediment trop is cleared once PROTECTION Tdl fescue t00 Ib/ac Korean lespedezo 50 Ib/ac; ~ Serica les edezo I
post with overlap to the next post. sediment reaches cleanout mark. P ~ b/ac GRAPHIC ACA ~ E - Kobe lespedezo 10 Ib/ac
3. ouppurt standard strength fabric with wire mesh 4. All seeded areas will be fertilized, reseeded as CONSIR Fr~~ CATION fast®ned securely to upslape side of posts using U~>j~ CATIONS Lime 20G0 it/ac RYe 40 Ib/ac ~ n 2s ~m aoa 10--10-10 7501b/ac Lime 40001b/ac
necessary according to specifrcat'wns in the veg- heavy duty wre staples at least 1° long. Extend wire etative plan to maintain a vigorous, dense, 1. Ensure sub ade for the filter and ri ra filter and ri ra is at zero straw ~ 4000 Ib/ac 10-10-10 fertilizer 1000 Ib/ac
mesh to bottom of trench. 9r P P vegetative comer. grade. Compact any fill required in the sul p p straw 40001b/ac ~ squired in the subgrode to
the density of the surrounding undisturbed Ping undisturbed material, ~ (W FEET ) on undisturbed soil may
1. ONLY DISTURB CLEAR OR GRADE AREAS NECESSARY FOR CONSTRUC110N. Low areas in the subgrode on undisturbed Sl1E DATA: FLAG OR OTHERWISE DEIJNEATE AREAS NOT TO BE DISTURBED. EXCLUDE dso be filled by increasing riprap thickness. riprop thickness. ~ DESCRIPTION BY DATE
TFgS PROPERTY AND 511IN6 PR~ERTY LT ZONED R-t0 VEHICLES AND CONSTRUCTION EQUIPMENT FROM THESE AREAS TO PRESERVE 2. Filter cloth, when used, must mee# desig mast meet design require- 1 PER LETTER FROM G.R. SPANG - - - - ,m punchu~q or teoring. LER OF THE NCDOT DATED 11 30 2005 BSR 12 1 05
~ TfE pTY ~ I~ ~T~1' ~ NATURAL VEGETAl1ON. meets and be protected from punching or ACREAGE MJ TOTAL TRACE ~ 20.1f ACli6 2. CLEAR AND GRUB AREAS TO BE FILLED TO REMOVE TREES, VEGFTAlION, All connecting joints should overlap at least I overlap at least 1'. 2
~ OPEN MUCK, ROOTS, OR OTHER OBJECTIONABLE MATERIAL THAT WOULD AFFECT 3. Riprap may be field stone a rough guar TIE TOTAL NUIlf3ER OF LOPS PROPOSED ~ 33. It should be Nord, angular, highly weather-r u or rough quarry stone. LETTER PROM NCDENR-DER STBPE ALLRBD DATED 11-22-05 BSR 12-16-05 highly weather resistant
UTIliY SYSTEMS - ON~41E SEPTIC SY57E11S AND THE PLANTED STAJ~IIITY OF 1HE FILL. ~ and well graded.
p~ 1NATER (a~µp COUNfY} 3. PLACE FILL IN LAYERS NOT TO EXCEED 8 IN THICKNESS AND COMPACT THE 4. Construct the apron on zero grade with pEypApypn p~S LAYERS AS REQUIRED TO TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, OR foil at the end. Make the top of the ripral zero grade with no over- top of the riprap at the
OTHER RELATED PROBLEMS. downstream end level with the receiving are the receiving orea or slightly
PW15E ONE: LOTS t, 2 ! 3 (hNNOR SUBDII6SION) 4. KEEP DIVERSIONS ANO CHANNELS AND OTHER WATER CONVEYANCE MEASURES below it. PHASE TwO: 4 THii011G1i 8 AND FRSf OPDI SPACE LOT FREE OF SEDIMENT AT ALL TIMES. 5. Ensure that the apron is properly olignec s properly oligned with the n - ,
~AJOR SCION} T1iEE: 9 THROUf>fl ~ ~ OPDI LOT 5. ROUGHEN THE SURFACE OF ALL SLOPES DING 1HE CONSIRUC110N OPERATION receiving stream and preferably straight the ably straight throughout 1~ .CSR SCALE: 1 - 50 DRA1fN BY: BSR
Tn OCTaIU wITCD IuMCICC IuN TD 177fW aun ~~MI ITA Tf ~irnrr~rn?, i+c lennfh If n ~„~„a ~oo~~ nlnrc ~o~~ ~~~~o ~~e „~~e. _~~.,,9~.._ ~r ~ tr~ni n dOB NAl[E: THE FARM AT OAK GROVE
tM11JUf YI`dIUV) iv n6.iNn "^Iu. nnw~LnaG mnLnnIIVI~nltV fnWl.llnlC YG7C InINI~ •••••y• w w w vw , y-1 1 ESTABLISHMENT. end of the apron. Y v wrY~ b.
6. PERMANENTLY STABILIZE ALL GRADED AREAS IMMEDIATELY AFTER FINAL areas withImmediately after construction, stabilize i uction, stabilize all disturbed 9 DATE: 06 SEP 20M CHEC]= BY: Q ~
GRADING IS COMPLETED ON EACH AREA. APPLY TEMPORARY MEASURES ON ALL vegetation. SEAL _ Engineering, Inc. LOCATION: I(INGS MOUNTAIN' NC
GRADED AREAS WHEN WORK IS TO BE INTERRUPTED OR DELAYED FOR 15 6~pA1!S-~96~CA AR DAYS. 0 28922 A4 PROJECT MGR: DWO W; 152 East Main Street
7. DENUDED LIMITS = 263 ACRES r0 Forest City, N.C. 28043 mscm TION: GRADING & EROSION
SAN oyy ; JOB NUMBER. SHEET: F. 828"247-4495 CONTROL PLAN 05095 2 OF 4
1
h JWVIV'

y
TEPriPORARY SEEDING. PERIetANENT =EEDING
3:1 SLOPE OR FLATTER ~
' 3' MIN SUAII~IER fklay 15 -Aug 15) GRASS-LkdEO C-HAPdNELS
~!`'`~--German millet 40 Ib/ac TaB fescue 175-100 Ib/ac ~`-~-y~ Kentucky bluegrass 2fl tb jac
COMPACTED SOIL FILL MIN sM~ ~ ~ ~ Rye 401b/ac FALL (,Aug 15 - 15) 4000 lb ac
, SLOPE R+~`N 1 / Rye (grain) 120.Ib/ac 10-10-10 fertilizer ~Ib/ac
_ ~ ` i-~ ih =ill ICI iii - straw X000 Ib Jac ~
1 ~,~ici ~ ~ i NtINTER;'EARLf SPRING fFeb 1 _ Mny 15j
U' MIN - I D t ~l IJ~~ P 04~ER Cp ALl OTHER SURFACES Rye {grain) 120 lh/ac Taft fescue 100 lb jac
• R~YV 0' Korean lespedeza 50 Ib/ac Serica~fe ez 30 Ib ac sP /
TEMP4R~gR ; BERM C~ETAIL _ Kobe ra 10 Ih/ac time 2000 1b/nc
N . B ~ 10-fi~~0 750 Ib/ac
_ r _ straw 4000 Ib/ac 113-10-1 fer#i' er 1000 Ib/ac D ZD straw ~QOn i 3 ~a,_
_ a ~6 ~~k' ~`AT ~VQ~ E~
~~,,~~,WW _ ~ AMDgT pUAllry
~ PAS `~~YYWV Y!",F~"',,~ ~+r~ ~NCy
SUCTION A - A ~ _ ~
awx+E< - - - - _
\ ~ 1
` ~rpr w,~n ra wss - - - _ _ NXfEiS ff i,EGE55hRf. - _ t 1 _y
i ^'v
b ~ ~ ` ' Q, ~ L - '`1, ~I I
~ flA1 ~ A l rfOf ~ U_ _
~ r ~ EN SPACE _ 0 ~ ; ~ , _ i 8, 478 _ FgTER J
'I , ~ g - _ ~T RAW 1---~ ~ , ray - .,5 M
A ~ ~ . ~ MM. s`,rrcx ~ MIN ~j - -TEMP. ~ SEDIM~N1`i~s~i ~ ,
\ 2 L ~ 40 ~-1~
°z 2 or~aaa+ aor~ W = 2fl ~ - ~ ~a
TEMPI~RAR 1' ~JIV~,RSit)N DITt~I-# D_3 \ .
PLAN _ _ - - - - _ ~ ~ ~ - SLOPE = 3:1 e .r
worts. _ ~ _ - - - _ - , ~ IP ~ 4 - ;
,.,>r emw,r~ sw~ ~ . A 1~Rul~ SILT FENt,E~. - aimow ,x~r .u aR ~ 4+oD ~ 5+00. ~ nna,c a srew,nrr aao neuc Baas- ~ TYP ~ C - " ~ O ~ ro' ~saxswu~ F ~aR'o' I TMtld 8' AW.) OV, ~ MN. ,Sl ~ _
ns tr~awr s J d.J ~b `i•
~s swLL ff ae+® ~ ~ ^ e ~ Place - 5a ~lic ~ t raow ro omewcc o,no w~uc war. 'kE ~ s. wwfw Ms,~wo s ,caa,m, rt aru a: ax+E GRAVEL ~ \ ~ -7 ~ PRC3~ 8 ABC STONE ~5: ~
\ ax sr~ BONE CONSTRUCTION i ~ ~ `i' nut oaw+s Hro ,w :wrnam sEaWQ,r rust ,r tv ~ ~ - COMPACTED',,FOR TEMP ~ _ ~ ~
sox I ENTRANCE EXIT . ~,I ~ _ . ~r ~ - r ~ CUL-DE-SAC. i ;ems J ~ _ b~. _ _ n~.._ - _ n4j_ n _ I Gr . , ~ ~ tr7 ~
~ ~ 'd I - wT¢ M Z 1- 'L _:_~i~ -r•_ i. 'tio . a waox. asoax~'~' sou ec aF ~ ~
COMSTRUCTIOId SPECIfICAT10NS ~ t it
fall tation ~ - 1. Gear the entrance and ex1l~areo o vege ~ ! 2 IPRON 5NLL BE SET AT A ZHtO C7lDE /Jell N!G'N® StRNt2lt. Q ~ IaII^~
~ rob' ction material and r eri ~ \ roots, and othe Je ah?y, P oP Y ~ / O \ 1 Fi1Bi WTETM1II 5141 BE R1ER FABItlC at 6' 11NClf (MN.) ORfOED pUYEL ~ Q V I ~ ~ WRR Z ~ 4 -r'-
grade it. ~~CC~~~ ~ 2. Place the ravel o'Cttfe s enfic rode and 9 ~ P 9 ~V 1 LG 3i~~
lions shown ~n '<he ans and smooth it. 'A ~ dunes pl ~ A t ~ PROTECT ON ~ Q~~ ~ o _ ~
~ 3. Provide drainage to carry water to the sediment / I ~ ;lQy trap. ~ ~ i~ - ~ ~
~ ~ ~ _ - ~ E9 ` \ CONSTRU ~TION SPECiflCATIONS ~ Z d
i O i ~ / - o _ ~ 1. Ensure sub rode for th? filter and ri ra is at zero Z ~ ~
J ~ ~ rode. Com act any fiN rewired in the sub-rage to ` 9 P 9 9
\ ~ ~ ~ ~ ~ ~ I the density of the surrounding undisturbed material `
~ , S~ ~ 6 ~ / Low areas in thle subgrade on undisturbed soil may ~ j`~ ~ 1 also be filled by increasing riprop thickness.
~ ~ 0 ~ S ~ t 0~ x 1 S.F. I' 1 t ~i l,,qr~~~, ~+5 fil r rrlyth, when ussd, muaf meet siesign require- ,
~ ~ ~ 16,194 ~ 6,115 tie ~ S.F ~ ~ ~ ments an rotected from unch'n or tearin . i ~ 6,1 ~ ~ T~. ~ P 1 9 9 ~5 S. Fe A{I canr~ec#inq ' ~hauld overlop'ot least l'. ~ 3. ~2iQrap may be field s orxough quarry story.
~ ~ x~ ` ~
N / i ~ I 'could be hard,,,angulor, hi t-y'~wgr~ther-resistdnt , ~ ~ ~ /and well graded.i
I I ~ ~ ~ 4. Construct the a ran zero ode with n 'oar- ~X+` / ~ ` % foN of the end: Mak e t o~the r' r at the
d. / J 59' RICFIT QF YIAY dawnstraair end 18 ,with the receivibg ap`ea or slightly
, ~ I F • , 8' 20~ 6' , l a 1 r' 3:~Ensute that ~Ite apron is prape~ty ai'gned with the ~ _ `
. SHOUtDER~ PAVEMENT j SHDUIDER DITCH $ \`t rerCSg s#roafn and pre.#eratgy s#might #hrau~nu# ~ ~ _ i
- ~ ~ i r ~ ~ ien a curve is needed, Place it in the upper
- ~ ~ ~ ~ . ~ \ end oft on. / ~av i \ lam. ~\b. hnm~tl"iat baiter construct' stabilize atfi disturbed` ~
~ _ S ~ i / J 1 ~ / wltR ~ ~ f j r
6 r ~ _ _ aP n. , SI y / i / r f`- v \ t
~ ~~G ' ~ ~ ` ~ i 1.5' S9. SUPERPAVE ~ BRANCH . ~ l ~ \ i i i~
U _ _ fi0 ~j a° ABC a e. ~V
tP \ 1, _ ~ R T TAIN~fNCINEER CROSS SECTION ~ ` ~ ~ S CONTRALTO 0 08 ~ , Fey ~ APPS SLOP€ To aE LESS . 'tea.,? ~ N i ~ ~ i t
~ TFT~ 3;1. IN Atl CASES ~i'ES ~a +~a ~ ~ \ \ . O ~ _
- ~ WILL NOT EXCEED 2:1. $ 5' ~ 0
~k ` ' _ _
fl(IM SiRENG7t1 fnTat fABNC ~ - _ rn
M®FD NOn,OUT YARE MESH SIIPP'ORr ~ 1 ~ i ~ ~ ~
~ DANNY T.';HENDERSON ~ ~ ~ ~ , "
~ ~ ~ I l~~
t --r- ~ DB 18R PG 671 ~ ~ ~ a ~ t - ~
r - - I
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- , . ~[f~rrasrc"cr ,nn,owY%IiWTE; M~ i~t3T " ~ . ATTACH fA@RIC "~s'. d / _
TO EXISTING TREES. i ~ _ / \ A
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IM ,Y YNA~;~ - I - MAINTENANCE PLAN ,r
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1. All erosion and sediment control practices will be checked for stability and operation following AL'f~11! I i I i i
ever runoff-producing rainfall but in no case le s TM~+ ~ way •,dau ~ r^TM ova Y ~ I l r ~
than once every week. Any needed repairs will b made immediate) = to maintain ail octices as SITE DATA: ,2 t i i -
} Fr i desi ned. - ~ - g THfiS PROPERTY AND SURROUNDING PROPERTY IS BONED R 10 ~ i ( f
2. Sediment will be removed behind the sediment ` he A ~ , ~I BY THE CITY OF KINGS MOUNTAIN, NC. / fence when it becomes about 0.5 deep at t 1
- - - - - " r - - - ~ - - _ : TO 11,~aAG ~ ca~inweut0°~PE - ter,t:e. Tne sedir„er,t fe„~~ will ne r+_~p~lred ay di ~aw~Y SILT FEIKCB ; ACREAGE IN TOTAL TRACT - 20.11 ACRES / i i ~ /
necessary to maintain a barrier. ~ 3. Ensure temporary sediment trap is cleared once ~ ACREAGE IN OPEN SPACES -30,666 S.F. ~ I
sediment reaches cleanout mark. ~ ~ - THE TOTAL NUMBER OF LOTS PROPOSED - 35. \ ~ / _
4. All seeded areas will be fertilized, reseeded os CONSTRUCTION SPECIFICATIONS / _ I,ecassary ac~;~-pit{q to sperifwatiar,~ +r, the veg U~iLITY SYSTEi~1S - {~I-SITE SEP~iC SYSTEMS AND ~E 1
etative plan to maintain a vigorous, dense, \ ~ 11 ' -
ve etative cover. CONSTRUC MATERIAL PUBLIC WATER (CLEVELAND COUNTY. q 1. Use synthetic filter fabric or pervious shoat of ~ FSCP) r / ~ 7
GENERAL NoT€s: polypr~}lene, nylon. Pdy~ester, ar polyeth~ene yam, DEVELOPfiv~fi=NT Pfi~ASES: 1. ONLY DISTURB CLEAR OR GRADE AREAS NECESSARY FOR CONSTRUC hich is certified by the monufocturer a supplier as
fi 'n a minimum fiterin efficienc of f35~ tensie - FLAG ~ OTHERWISE DELINEATE AREAS NOT TO BE DISTURBED. aw q 9 Y
VEFNt;LES AND CONSTRUCTION EQUIPMENT FROM THESE AREAS TO VE strength of 30 Ib/in (stondard) or 50 ?b/in'tPxtro p1-IA$E ONE: LOTS 1 2 & 3 MINOR SUBDIVISION , { ) -
NATURAL VEGfTATttlrl. str~gth) at 2f) elongation, and a slurry f{ow Ta#e of D. qal/sq ft. Synthetic fabric should contain ultra- PHASE TWO: OTS 4 THROUGH $ AND FIRST OPEN ACE LOT U$ 2. CLEAR AND GRUB AREAS TO BE FlLLED TO REMOVE TREES, VE A110N, ~ REV DB.4CBIPTION BY DATE US 74 l n'ASS
OB,~CTKINABLE MATERIAL THAT WOULD CT violet ray inhibitor and stobilizers to provide min. 6 MAJOR SUBDIVISION) MUCK, ROOT'S, CR OTHER i PBB LE't'!'Ex FROM G.R. SPANC~I,BI<i OF TSB NCDOT DATED ii-30-2005 BSR 12-i-05 i
THE PLANTED STABILITY OF THE FlLL. nipnths., expected u le life of o-t; o deg. F. PHASE THREE: LOTS 9 THROUGH 35 AND SECOND OPEN SPACE LOT 3. PLACE Fill IN LAYERS NOT TO EXCEED B" IN THICKNESS AND CT THE \ 3. `~nsur~ that posts ore 1.33 IbJft steel with a minimum i ~ 2 LB'1'P8R FRAM NCDENR-DLR 3TBVB ALLRBD DATED ii-22-05 BSR i2-16-05
Ien~th o 4 feet. (MAJOR SU$DiV1SlON) LAYERS AS REQUIRED TO TO REDUCE EROSION, SLIPPAGE, T, OR ~ P I
OTHER ~ 3. Use m,n. 14 gauge ' e fence wi#h max m.sh spacing of''~". L~ 4, KEf.P DIVERSIONS AND CHANNELS AND OTHER WATER CONVEYANCE MEASURES , Cf3NSTE~UCTION L~Al1QN MAP ~ ~
FREE ~ SEDIMENT AT ALL 11MES. Ensure hei t of fence'dces not exceed 18" above r NO SCALE /
5 ROUGHEN THE SURFACE ~ AU. SLOPES DURING THE CONSTRUCTION OPERATION +jTOUnd surface.
TD RETAIN WATER, IN(~tEASE INFlLTRATION, AND FACILITATE VEGETAl10N ;',Construct fabric fram~i~atinuous roN cut to length ~ _ " ESTABLISHMENT. of artier to av 'd joints. n ~i,~~a necessary, r
6. PERMANENTLY STABILIZE ALL GRADED AREAS IMMEDIATELY AFTER FINAL se ely fasten t e f~1ter clot only a# a support ~ SCALE: i" = 30' DRAIIN BY: BSR ~ cA~ dOB Nei THE FARM AT OAK GROVE
ts?AIHNt; IS t~lPl FTfT} {kJ EACH AREA. APPLY Ti]#PoRARY MEASURES ON ALL cast 'with averiao 'to the next alt.
GRADED AREAS WHEN WORK IS T BE INTERRUPTED OR DELAYED FOR 15 3. Support standarll strength fa ric with wire mesh v DATE: 06 SEP 2095 CEECUD BY:
YS, fastene secur y to upslope sid of posts using 4 SEAL = Engineering, Inc. LOCATION: KINGS MOUNTAIN, NC
7. DENUDED LIMITS = 0.98 ACR heavy d ty wire step s at feast 1 lang. Extend wire , rte. mesh to bottonof tr ch. PROJECT MGR: Dlffl 28922 A
8. SLOPES LEFT EXPOSED SHALL, WITHIN 21 CALENDAR DAYS BE OF CATION 152 East Main Street
OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH \ T TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES DEVICES, TO RESTRAIN EROSION. SUFRCIENT ' tN Forest C5 ,1.G 23M DEscFz =N: GRADING & EROSION JOB NUI[B&R: SE[EE'P: 14N 828-247-495
F.H CONTROL PLAN 05095 2 OF 4