20021103 Ver 1_COMPLETE FILE_20020710

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Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek, PE, Director
Division of Water Quality
August 19, 2002
Mr. Clay T. Strickland
1280 Macedonia Road
Spring Hope, NC 27882
DWQ Project # 02-1103
Nash County
Page 1 of 2
Subject Property: River Ridge Subdivision, N.C. Hwy 581, Spring Hope, NC
"Allen Spring Branch" / Tar River (03-03-02, 28-(24.7), WS-V (water supply) NSW]
APPROVAL of 401 Water Quality Certification and Authorization Certificate per the Tar-Pamlico River Buffer
Protection Rules (15A NCAC 26 .0259) with ADDITIONAL CONDITIONS
Dear Mr. Strickland:
You have our approval, in accordance with the attached conditions and those listed below, to impact approximately 0.13
acres of wetlands, 90 feet of stream and 9,000 square feet of protected buffers to construct the proposed Anna Road at
the subject property as described within your application received by this office on July 10, 2002. After reviewing your
application, we have determined that the water impacts are covered by the Division of Water Quality (DWQ) General
Water Quality Certification Number 3362. This Certification allows you to use the Nationwide Permit No. 39 when issued
by the US Army Corps of Engineers (USACE). This letter shall also act as your approved Authorization Certificate for
impacts to the protected riparian buffers as required under the Tar-Pamlico River Buffer Protection Rules (15A NCAC 26
.0259). In addition, you should get or otherwise comply with any other federal, state and local requirements before you go
ahead with your project including (but not limited to) erosion and sediment control regulations, water supply regulations
and Tar-Pamlico Buffer Rules (15A NCAC 213.0259). Also, this approval will expire when the accompanying 404 permit
expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application and additional information
except as modified below. If you change your project, you must notify us and you may be required to send us a new
application. If the property is sold, the new owner must be given a copy of this Certification and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of wetland or 150 feet of
stream, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). If total impacts to the buffers
exceed 150 feet or 1 /3 acre then buffer mitigation will be required as described within 15A NCAC 2B .0259. For this
approval to be valid, you must follow the conditions listed in the DWQ General Water Quality Certification No. 3362, Tar-
Pamlico Buffer Rule and any additional conditions listed below.
Conditions:
1. Diffuse Flow
An additional condition is that all stormwater shall be directed as diffuse flow at non-erosive velocities through the
protected stream buffers and will not re-concentrate before discharging into the stream as identified within 15A NCAC
2B.0259(5).
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
o? I
r®a JULY 3, 2002
CIVILTEK ASSOCIATES EAST, P.A.
602 EAST NASH STREET
SPRING HOPE, N.C. 27882
1-252478-5005
HELLO MR. JOHN DORNEY,
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PLEASE REVIEW MY PLAN FOR A SUBDIVISION IN NASH COUNTY. THIS IS
A SMALL SUBDIVISION WITH 9 LOTS. WE ARE PROPOSING TO CROSS A
DRAINAGE FEATURE THAT SHOWS UP AS A BLUE LINE STREAM ON THE
TOPO MAP. WE HAVE INSTALLED BUFFERS AND KEPT THE EROSION
CORNTROL DEVISES OUT OF THE BUFFER. THE DRAINAGE FEATURE IS
NOT A CREEK, BUT WE HAVE PROTECTED IT AS IF IT IS ONE. THERE IS
ALSO A 50' BUFFER ON THE CREEK ON THE VERY BACK OF THE PROJECT.
EROSION AND SEDIMENTATION SHOULD BE KEPT TO A MINIMUM. PLEASE
CALL ME IF YOU HAVE QUESTIONS OR CONCERNS.
THANK YOU FOR YOUR TIME
TED S. HOPKINS
CIVILTEK ASSOCIATES EAST, P.A.
021103

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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://www.saw.usace.an-ny.mi]lwetlands/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 http://www.saw.usace.arrny.mil/wetlands/regtour.htm, or contact one of the field
offices listed at the end 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
http://h2o.enr.state.nc.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 some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the inte -met
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also 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 the last page of this application).
Page 1 of 12
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (LAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http://www.saw.usace.army.miI/wetlands/nwpfinalFedReg.pdf.
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.ehnr.state.nc.us/ncwetlands/fees.html. 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 12
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit
Section 10 Permit
401 Water Quality Certification
Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: rll, CL-kq 11 ?T&CUWL
Mailing Address: 12$0 /k^AeCTJO A N MPh D
Telephone Number: ! ' s 127 Fax Number:
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 3 of 12
III. Project Information
Attach a vicinitv map clearly showing the location of the property with respect to local
an marks 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: NC W, qk l boa
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location , f ^
County: !`F5 Nearest Town:__,?K P r
Subdivision name (include phase/lot number): i21 (L i1-t OOC SU ??ttl? ?? r?
Directions to site (include road numbers, landmarks etc.):
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
7. Property size (acres): 4 Y"
8. Nearest body of water (stream/river/sound/ocean/lake):__ A `LC-61 6P 211\,lPANG H
9. River Basin:i-AAJ PAK ( cp
(Note - this mus? 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/.)
Page 4 of 12
10. Describe the purpose of the proposed work: t-I Uk ? Q i? a 1 MWO
11. List the type of equipment to be used to construct the project: i ?? 1 6 {?- , (o ?- p
12. Describe the land use in the vicinity of this project:_ j2 ES ( DC
? ANCo
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. i
r__10 V14-15 dkot-to-veA V I V
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: e0M L-V 7 H LS ?R ECT A7- `j 41S' 7 M F ,
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
-wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying-site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12
1. Wetland Impacts
Wetland Impact
Site Number
(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***
Tpku 116 LION,

* 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 htti)://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 10 km
Total area of wetland impact proposed: A l3
2. Stream Impacts, including all intermittent and perennial streams
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 secif )
oAt) --r I i ?
n `a

List each impact separately and identity 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.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.tooozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 70
Page 6 of 12
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
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.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
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.): 41 / ,F
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): AI /A
Size of watershed draining to pond: W& 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.
CIO
Page 7 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on 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://h2o.enr.state.nc.us/ncwetlands/strmgide.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.
Page 8 of 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wm/index.htm. 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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call. the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. 'Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(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:
Page 9 of 12
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 Mitigation Required
1 3
2 1.5
Total
c.Vuc l cnicuu5 vul .w Iee[ perpenuicuiar rrom near DanK of channel; Lone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility-
X111. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No ?
Is this an after-the-fact permit application?
Yes ? No ?
Page 10 of 12
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
Threat Wed Species, accessibility problems, or other issues outside of the applicant's control).
Lv^ n try..

. or- -- I S r_ a
I.25Z -4Z8 5)0 5-
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208
Asheville, NC 28801-5006 Burke
Cabarrus Gaston
G
h Macon Rutherford

Telephone: [phone]
Caldwell ra
am
Haywood Madison
McDowell Stanley
Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120
Raleigh
NC 27615 Caswell Forsyth Northampton Vance
,
Telephone: [phone] Chatham
Davidson Granville
Guilford Orange
Person Wake
Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office -Beaufort _Currituck Jones

US Army Corps Of Engineers
Bertie
Dare _
Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Tyrrell -
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 12
US Fis
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]
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit Division of Water Quality State Historic Preservation Office

1650 Mail Service Center Wetlands Restoration Program
1619 Mail Service C
t Department Of Cultural Resources

Raleigh, NC 27699-1650 en
er
Raleigh, NC 27699-1619 4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Fax: [phone]
1x843 Fax: [phone] Fax: [phone]
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638
Telephone: [phone] Brunswick Currituck New Hanover Perquimans

Fax: [phone] Camden
Carteret Dare
Gates Onslow
Pamlico Tyrrell
Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
38551dlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
Page 12 of 12

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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' (USAGE)
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
httR://www.saw.usace.anny.miI/wetlands/Perm-al2p.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 http://www.saw.usace.army.mil/wetlands/regtour.htm, or contact one of the field
offices listed at the end 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
http://h2o.enr.state.nc.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
applicarit 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 some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the inte -met
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also 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 the last page of this application).
„F W A TF..
Page 1 of 12
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (LAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http://www.saw.usace.army.mil/wetlands/nwpfinalFedRegpdf.
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://h2o.ehnr.state.ne.us/ncwetlands/fees.html. 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 12
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit
Section 10 Permit
401 Water Quality Certification
Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Mti. CLA4 : , S1M\ LLt?tAD
Mailing Address: 1280 IL^ACC1D0 0,, VkL
27
Telephone Number: Al 5 I Z? Fax Number:
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
_ -attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 3 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
an arks 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: C U?? ( 15 t (?
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): v 0l y ,. (Ot ?
4. Location
County: Nearest Town: L t*
Subdivision name (include phase/lot number): L ;?<<
Directions to site (include road numbers, landmarks, etc.):
i I nn i Lk IJ -<oV T L4 6 T_ JT%k Ai _ nIC H A/
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
,,,boob e t
7. Property size (acres): 2,4 L` ACR-C
8. Nearest body of water (stream/river/sound/ocean/lake): AiLC O Z5P RI {\1C Lb' A V H
9. River Basin: TAIL- J fANN,I 140
(Note - this must be one of North Carolina's seventeen designated major river basins
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
The
Page 4 of 12
10. Describe the purpose of the proposed work: t-1 FLU
11. List the type of equipment to be used to construct the project: T(? ??-1 b ?Z , (o {1-1C.
12. Describe the land use in the vicinity of this project:
Id wow' 0
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. i
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: e5W Ld 1 H LS ?RO CCZ A:7' `j 41S 71 M.F,
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
-wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying-site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12
1. Wetland Impacts
Wetland Impact
Site Number
(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***

List each impact separately and identity 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.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: kko
Total area of wetland impact proposed: 4 l
2. Stream Impacts, including all intermittent and perennial streams
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 secif )
oAU ? • -7 I ? ? ? ?
.a

List each impact separately and identity 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.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.maoauest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: -70
Page 6 of 12
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
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.)

" List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
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.): Ajln
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): &IZA
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.
cI
Page 7 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on 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://h2o.enr.state.nc.us/ncwetlands/strm-gide.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.
Page 8 of 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrD/index.ht . 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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No []
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. • Photographs may also be included at the
applicant's discretion.
Will the project impact -protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ? If you answered "yes", provide the following information:
Page 9 of 12
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
Mtaton
1 3
2 1.5
Total
c.uuc umrnius out ju cee[ perpenolcu?ar trom near banx of channel; 'Lone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No ?
Is this an after-the-fact permit application?
Yes ? No ?
Page 10 of 12
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
Threat ed Species, accessibility problems, or other issues outside of the applicant's control).
TQd 5, ?4vQ?L;,.S
ior- -- Y +
I. 25Z -4Z8- 5?O '
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office -Beaufort _ _ _ _Currituck Jones

US Army Corps Of Engineers
Bertie
Dare _
Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Union
Watauga
Yancey
Wilson
Yadkin
-.Pitt------
Tyrrell -- -
Washington
Wayne
*Croatan National Forest Only
Page 11 of 12
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
;h and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
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]
(P893 Fax: [phone] Fax: [phone]
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
Page 12 of 12

.. ;, Opp
WAT,c9
QG
r
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
httj2://www.saw.usace.army.miI/wetlands/Pen-n-app.ht
m.
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 http://www.saw.usace.army.miI/wetlands/regtour.htm, or contact one of the field
offices listed at the end 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
http://h2o.enr.state.nc.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 some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the inte -met
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also 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 the last page of this application).
Page 1 of 12
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http://www.saw.usace.army.mil/wetlands/nwpfinalFedReg pdf.
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.ehnr.state.nc.us/ncwetlands/fees.htmi. 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 12
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit
Section 10 Permit
401 Water Quality Certification
Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: fn 1v C l,& :I, S'NML Wt
Mailing Address: IZZO I? EpO i? ?Q(
Telephone Number: ! T " S 1 27 Fax Number:
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
-attached if the Agent has signatory authority for the owner/applicant.) - -
Name:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 3 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
aT marks 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: C 2 k C? CoL
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 2-)(? - ^AD / I /_ I
4. Location
County: N,?s 4 Nearest Town:
Subdivision name (include phase/lot number):
U
Directions to site (include road numbers, landmarks. etc-)-
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:_______
-1?aoU 6 n
7. Property size (acres):2-4 Y`
8. Nearest body of water (stream/river/sound/oceaMake): L LC O 6PR11Q6 -\i?(?' (.?
9. River Basin:- -rg (?- PAM,L l
(Note - this mush 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/.)
Page 4 of 12
10. Describe the purpose of the proposed work: t-l0, l V ? Q1 V V wo
11. List the type of equipment to be used to construct the project: - i (Ikc 10 f1...r P_
12. Describe the land use in the vicinity of this project:
ESt
r OopC-
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.
?DJn I V ya"S ?t(?i?fo?e A 1 tG G"? c?. ')
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: e?' )IgUY ? H ( i PRU ECT A7_ V4 t,5 71M Fi
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
-wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying-site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12
1. Wetland Impacts
Wetland Impact
Site Number
(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***

-...a......,11-?V a?JJMa«Iy d,u ,ucuu,y iempurary 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 httn://www.fema.,qov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property:_ &
Total area of wetland impact proposed:
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on ma)
Type of Impact*

OX (4'G Length of
Impact
(linear feet)
-701
Stream Name**

gay% Average Width
of Stream
Before Impact
7_ Perennial or
Intermittent?
(please secif )
I' h ,0.

* List each im act t 1 d
'd i
F separa e y an entify 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.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.toi)ozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: `10
Page 6 of 12
WN
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
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.)

Last cacn inipaci separately ana tactility temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. 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.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Al Z 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.
t
Page 7 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on 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
htti):Hh2o.enr.state.nc.us/ncwetlands/stringide.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.
Page 8 of 12
Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.ust) r ndex htm. 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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. 'Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(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:
Page 9 of 12
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
(s uare feet)
Multiplier Required
Mitigation
1 3
2 1.5
Total
-L PcIpcl,uicuiar irvm near oanK of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No ?
Is this an after-the-fact permit application?
Yes ? No ?
Page 10 of 12
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
Threat!ed Species, accessibility problems, or other issues outside of the applicant's control).
- ?e l ?(?? r Al I ?' ?. •?-G. < < n , r? , ' e L
.Tod 5? N-vQ?i?•.S 1•ZSZ-?ZB?`?J
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Asheville Regulatory Field Office
US Army Corps of Engineers
151 Patton Avenue
Room 208
Asheville, NC 28801-5006
Telephone: [phone]
Fax: [phone]
Alexander Cherokee
Avery Clay
Buncombe Cleveland
Burke Gaston
Cabarrus Graham
Caldwell Haywood
Catawba Henderson
Iredell Mitchell Union
Jackson Polk Watauga
Lincoln Rowan Yancey
Macon Rutherford
Madison Stanley
McDowell Swain
Mecklenburg Transylvania
Raleigh Regulatory Field Office
US Army Corps Of Engineers Alamance Durham Johnston Rockingham Wilson

6508 Falls of the Neuse Road Alleghany
A
h Edgecombe Lee
Stokes Yadkin
Suite 120
Raleigh
NC 27615 s
e
Caswell Franklin
Forsyth Nash
Northampton Surry
Vance
,
Telephone: [phone] Chatham
Davidson Granville
Guilf
d Orange Wake

Fax: [phone]
Davie or
Halifax Person
R
d Warren
an
olph Wilkes
Washington Regulatory Field Office - -Beaufort
_ -
_ _Cun ituck
Jone

US Army Corps Of Engineers
Bertie
Dare s _

Lenoi
Post Office Box 1000
Camden
Gates r
Marti

Washington, NC 27889-1000
Carteret*
Green n
Pamlico
Telephone: [phone]
Fax: [phone] Chowan Hertford Pasquotank
Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onsl

US Army Corps Of Engineers
Bladen
Harnett ow
Pende

Post Office Box 1890
Wilmington
NC 28402-1890
Brunswick
Hoke r
Richmond
,
Telephone: [phone] Carteret
Columbus Montgomery
Mo Robeson

Fax: [phone]
Cumberland ore
New Hanover Sampson
Scotland
US Army Corps Of Engineers Field Offices and County Coverage
- Pitt _
Tyrrell - - -
Washington
Wayne
*Croatan National Forest Only
Page 11 of 12
US Fish and Wildlife Service / National Marine Fisheries Service
US Fish and Wildlife Service
Raleigh Field Office US Fish and Wildlife Service
National Marine Fisheri
S

Post Office Box 33726
Asheville Field Office
160 Zillicoa Street es
ervice
Habitat Conservation Division
Raleigh, NC 27636-3726
Telephone: [phone]
Asheville, NC 28801 Pivers Island
Beaufort
NC 28516
Telephone: [phone] ,
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
61893
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Division of Coastal Management
1638 Mail Service Center
Raleigh, NC 27699-1638
Telephone: [phone]
Fax: [phone]
Western Piedmont Region Coordinator
3855 Idlewild Road
Kernersville, NC 27284-9180
Telephone: [phone]
Mountain Region Coordinator
20830 Great Smoky Mtn. Expressway
Waynesville, NC 28786
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
Beaufort Chowan
Bertie Craven
Brunswick Currituck
Camden Dare
Carteret Gates
Hertford Pasquotank
Hyde Pender
New Hanover Perquimans
Onslow Tyrrell
Pamlico Washington
NCWRC and NC Trout Counties
Alleghany Caldwell Watauga
Ashe Mitchell Wilkes
Avery Stokes
Burke Surry
Buncombe Henderson Polk
Cherokee Jackson Rutherford
Clay Macon Swain
Graham Madison Transylvania
Haywood McDowell Yancey
Page 12 of 12
Q??103

OF
0
WAT?c9
QG
r
-1
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' (USAGE)
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
httR://www.saw-usace.arTny.n-iiI/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 http://www.saw.usace.army.miI/wetlands/regtour.htm, or contact one of the field
offices listed at the end 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
http://h2o.enr.state.nc.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 some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the inte -met
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also 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 the last page of this application).
Page 1 of 12
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (LAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http://www.saw.usace.army.miI/wetlands/nwpfinalFedRe2.Ddf.
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:Hh2o.ehnr.state.nc.us/ncwetlands/fees.html. 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 12
Office Use Only: Fonn Version April 2001
MACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit
Section 10 Permit
401 Water Quality Certification
Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: rfliV CLA q l , TM nkLWZ?
Mailing Address: 12$0 / lee 0 O f, N
o F'E l?l ,C , 27 8 62-
Telephone Number: U ' S 12? Fax Number:
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
- -attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 3 of 12
III. Project Information
Attach a vicinitv map clearly showing the location of the property with respect to local
an marks 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:
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 2I f - /NAD J' / I ? )
4. Location , + C
County: kts 4 Nearest Town:- 16
Subdivision name (include phase/lot number): su,
Directions to site (include road numbers, landmarks, etc.):
. . _.. _
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
0601) Et
7. Property size (acres): ____2 j
9.
8. Nearest body of water (stream/river/sound/ocean/lake):- A iL E N I j_E: o AAM ? ?.?.
River Basin:?A PAKL 1 CQ
(Note - this mush be one of North Carolina's seventeen designated major river basins
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps .)
The
Page 4 of 12
10. Describe the purpose of the proposed work: to I IU it,, ? 0 ? Q 1 Mlut
11. List the type of equipment to be used to construct the project: R C 0 0 , (d {) ?a C
12. Describe the land use in the vicinity of this project: REST ?C (t..?T tC=? L 'T''( rfl L ??!o
000 G,
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.
1,.4.,5 60pfo,re A
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: 1r9IgLV ' H L5 QR615CcT A:7- T7415 7MiFf
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
-wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying-site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12
1. Wetland Impacts
Wetland Impact
Site Number
(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***
V!&;O 1A U

t-4 CO
J 7-

: _r -? -
a.,sr eac„ impact separately and tuenmy 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 htto://www.fema.eov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: I ko kc fe'
Total area of wetland impact proposed: 4 13
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on ma
Type of Impact*

t7A0 R 1 Length of
Impact
(linear feet)
/
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?

(leasespecify)
? to `a

-.. v au,paa,a separate y anu tucrtury lcdlPdrary I171PUCaS. impacts mciude, 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.maoquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: -76
Page 6 of 12
WN
3. Open Water Impacts,
other Water of the U.S.
including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
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.)

List each impact separately and identity temporary impacts. impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. 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.):Aj?/
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): M ZA
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 lobe followed during construction to reduce impacts.
c 1
Paae 7 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on 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://h2o.enr.state.nc.us/ncwetlands/strmgide.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.
Page 8 of 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at htt2:Hh2o.enr.state.nc.us/wrD/index.htm. 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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):_
Amount of Non-riparian wetland mitigation requested (acres
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. 'Photographs may also be included at -the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(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:
Page 9 of 12
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
.,u. ,.. L Fc,Ncuwumar rrum near oanK of cnannel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No ? .
Is this an after-the-fact permit application?
Yes ? No ?
Page 10 of 12
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
Threat red Species, accessibility problems, or other issues outside of the applicant's control).
s' r,

Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office
US Army Corps of Engineers Alexander
A Cherokee Iredell Mitchell

151 Patton Avenue very
Buncombe Clay
Cleveland Jackson
Linc
l Polk

Room 208
Asheville
NC 28801-5006
Burke
Gaston o
n
Macon Rowan
Rutherford
,
Telephone: [phone] Cabarrus

Cald
ll Graham
Madison
Stanley

Fax: [phone] we
Catawba Haywood
Henderson McDowell
Mecklenburg Swain
Transylvania
Raleigh Regulatory Field Office
US Army Corps Of Engineers Alamance
A Durham Johnston Rockingham

6508 Falls of the Neuse Road lleghany

Ash Edgecombe Lee
Stokes

Suite 120
Raleigh
NC 27615 e
Caswell Franklin
Forsyth Nash
Northampton Surry
Vance
,
Telephone: [phone] Chatham
Davidson Granville
Guilf
d Orange Wake

Fax: [phone]

Davie or

Halifax Person

R
d
l
Warren
an
o
ph Wilkes
Washington Regulatory Field Office -Beaufort _Currituck Jones

US Army Corps Of Engineers
Bertie
Dare _
Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven
Hyde
Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890
Wilmington
NC 28402-1890 Brunswick Hoke Richmond
,
Telephone: [phone] Carteret
Columbus Montgomery
Mo Robeson

Fax: [phone]
Cumberland ore
New Hanover Sampson
Scotland
_ Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 12
US Fish and Wildlife Service / National Marine Fisheries Service
US Fish and Wildlife Service
Raleigh Field Office US Fish and Wildlife Service
National Marine Fisheries Servic

Post Office Box 33726
Asheville Field Office
160 Zillicoa Street e
Habitat Conservation Division
Raleigh, NC 27636-3726
Asheville
NC 28801 Pivers Island

Telephone: [phone] ,
Telephone: [phone] Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]"9
10893
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Division of Coastal Management
1638 Mail Service Center
Raleigh, NC 27699-1638
Telephone: [phone]
Fax: [phone]
Western Piedmont Region Coordinator
3855 Idlewild Road
Kemersville, NC 27284-9180
Telephone: [phone]
Mountain Region Coordinator
20830 Great Smoky Mtn. Expressway
Waynesville, NC 28786
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
Beaufort Chowan
Bertie Craven
Brunswick Currituck
Camden Dare
Carteret Gates
Hertford Pasquotank
Hyde Pender
New Hanover Perquimans
Onslow Tyrrell
Pamlico Washington
NCWRC and NC Trout Counties
Alleghany Caldwell Watauga
Ashe Mitchell Wilkes
Avery Stokes
Burke Surry
Buncombe Henderson Polk
Cherokee Jackson Rutherford
Clay Macon Swain
Graham Madison Transylvania
Haywood McDowell Yancey
Page 12 of 12

,t

OF NATF?
QG
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
httlD://wwLw.siw.usace.army.n-lil/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 http //www saw usace army MgLl lands/reQtour.htm, or contact one of the field
offices listed at the end 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
http•//h2o enr state.nc.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 some 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 also 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 the last page of this application).
Page 1 of 12
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (LAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http //www saw usace army mil/wetlands/nwpfinalFedReg.pdf.
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at httn'//h2o a mr state.nc.us/ncwetlands/fees.html. 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 12
Office Use Only:
USACE Action ID No.
No.
Form Version April 2001
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit
Section 10 Permit
401 Water Quality Certification
Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name:
?\ t JAA?C Ep 8z
Mailing Address:- 0
Telephone Number: i k 5 12? Fax Number:
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
- attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address: -
Telephone Number:
E-mail Address:_.
Fax Number:
Page 3 of 12
III. Project Information
Attach a viciniU map clearly showing the location of the property with respect to local
an marks 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: 1 A C k 2mco -"), a a (?? Q
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location , f n
County: Nearest Town:
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.):
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
7. Property size (acres):
8. Nearest body of water (stream/river/sound/ocean/lake): t,. (... tvr
9. River Basi
I eD
(Note - this must 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/.)
Page 4 of 12
10. Describe the purpose of the proposed work: 1190 , :?4Q ? MWO
IV.
11. List the type of equipment to be used to construct the project: y K CT ?t- ? Lo ?-?", ?' .
12. Describe the land use in the vicinity of this project: kk m
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 additional permit requests anticipated for this project in the future?
anticipated work, and provide justification for the exclusion of this work
application: e214CY 7 HL'S Q[05 CCT A 7V !S nN?
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
-wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying-site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
If so, describe the
from the current
Page 5 of 12
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on map
Type of Impact*
-
AU
tarf Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no
I Distance to
Nearest Stream
linear feet)
LION,
Type of Wetland***

7

A h t'zed clean. adin fill
* List each impact separately and identify temporary impacts. Impacts include, but are not lte to. mec an g, gr g,
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.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 1.0 ?cl?
Total area of wetland impact proposed: 4 13
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on ma)
Type of Impact*

D1kCs - Length of
Impact
(linear feet)
-T
Stream Name** Average Width
of Stream
Before Impact
' ? Perennial or
Intermittent?
(PI ase secif )
r A l'O_

..J_ L._• - • I: ?.: ?...1 ? „ f,.P Ac n!i ? afPr? 1'IRMn
+ List each impact separately and identity temporary impacts. impacts include, but are nuL unutcu to: cu n =•s =..-- ••r •-r,
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.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.maoouest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: -TO
Page 6 of 12
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Area of Type of Waterbody
Open Water Impact Name of Waterbody (lake, pond, estuary, sound,
Site Number Type of Impact* Impact (if applicable)
(acres) bay , ocean, etc.
(indicate on map)
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation,
flooding, drainage, bulkheads, etc.
4. 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.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): &I Z k
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.
44 1
Page 7 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on 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•//h2o enr state nc us/ncwetlands/str ngide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Page 8 of 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/M/index.ht . 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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. * Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes E] No ? If you answered "yes", provide the following information:
Page 9 of 12
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
Threaved Species, accessibility problems, or other issues outside of the applicant's control).
F (ac, _- "o _ kP t n r t )j I ? L 4-LL, _c n'tai , d r L 1. I a 1 _ „ . )4
` f 0
?Gd 5, ( QIl?nS (•ZJZ'?78 ?`y
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office _ -Beaufort _Currituck
US Army Corps Of Engineers Bertie Dare
Post Office Box 1000 Camden Gates
Washington, NC 27889-1000 Carteret* Green
Telephone: [phone] Chowan Hertford
Fax: [phone] Craven Hyde
Union
Watauga
Yancey
Wilson
Yadkin
Jones__.__Pitt______
Lenoir Tyrrell
Martin Washington
Pamlico Wayne
Pasquotank
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
Page 11 of 12
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]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
1v813
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
Page 12 of 12
River Ridge
Subject: River Ridge
Date: Tue, 23 Jul 2002 10:02:08 -0400
From: Bob Zarzecki <bob.zarzecki @ncmai l.net>
Organization: Division of Water Quality; 401 Certification Unit
To: Steve Mitchell <[e-mail]>
Mitchell:
I'm meeting with Ted Hopkins on the River Ridge S/D project 021103 next
Tuesday, July 30th at 10:30 hear, Parkview Bldg. Be there or be square.
- Bob
Bob Zarzecki
NC DENR/DWQ 401 Wetlands Certification Unit
919-733-9726
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021103
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QG
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://www.saw.usace.army.miI/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 http://www.saw.usace.arrny.miI/wetlands/regtour.htm, or contact one of the field
offices listed at the end 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
http://h2o.enr.state.nc.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 some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the inte -met
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also 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 the last page of this application).
Page 1 of 12
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (LAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http://www.saw.usace.army.miI/wetlands/nwpfina]FedReg_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://h2o.ehnr.state.nc.us/ncwetlands/fees.htm]. 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 12
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1.
II.
Processing
1. Check all of the approval (s) requested for this project:
? Section 404 Permit
Section 10 Permit
401 Water Quality Certification
Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
Applicant Information
1. Owner/Applicant Information
Name: IYI?, Cl.(?y j Si?C?ILL\.?1D
Mailing Address: 12'80 ^ACE 0 N (mil
1o PC , N ,C . ?7 82
Telephone Number: !I 5 127 Fax Number:
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 3 of 12
III. Project Information
Attach a vicinit ma clearly showing the location of the property with respect to local
an marks 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.
L Name of project: kIM C K qkc of -,?U
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): o?? (p? (p I
4. Location ^^
County: (-?5 Nearest Town:-d-?\ p
Subdivision name (include phase/lot number): `l. E SU 0
Directions to site (include road numbers, landmarks, etc.):
11%1 h) t Ur -t) ?V T l-1 df flr &lc ?-? '
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
_0aoZ) ( n
7. Property size (acres):_ 2,? 4C9-6-5
8. Nearest body of water (stream/river/sound/ocean/lake):. C r? (2 ?`?G???(C
9. River Basin: -r A f1-- PAKK ( CQ
(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/.)
Page 4 of 12
10. Describe the purpose of the proposed work: to ?U1? K ? 0 ?, Q 1 y t sko o
11. List the type of equipment to be used to construct the project: -RNCT 6 f L- , o O-•KOu k
12. Describe the land use in the vicinity of this project:_ JESI DC tiJl I L -??m (KV0
1 ON C
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 additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: _ r?lgLY `1 H LS QfO CC'7 A7_ 7)?1,' 7 MFi
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
-wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12
1. Wetland Impacts
Wetland Impact
Site Number
(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***

* r cf a rh .. a ntel. ..,1
• --•• ....ra,,. ,,,,t,a,a....y ., .-July temporary ,mpacts. unpacts include, out 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 htto://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property:_ 1,0 Acfc
Total area of wetland impact proposed: l3
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact

Site Number
(indicate on ma)

Type of Impact* Length of

Impact
(linear feet)

Stream Name**
t` Average Width

of Stream
Before Impact
erennial or
71ntermittent?
easespecify)
n is
_22 IPA

List -ch nt ntel. ..A :A :[..
- •?• •• ••••r°?• ?..t,a.a.e y - identity uaupvtaty 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 intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: ?0
Page 6 of 12
0.
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
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.

_

* t.icf
L 7 1
,,,,,,t,,,,a,r ,mpac,s include, out are not nnuted to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. 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.):_T1E
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Ott /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.
f- ?e r -R .12 r &Z n C L o
t 5 f e p n? a I 1• i f r ,- VIE. re ?e_ f 51ew Wo n t n G • ?G l.i
St-r a. ?v. cfo
1 Mo r G4 b't
?? a.
d l S? S Ic?t t-2 d t?f I Qd l
--------------
lr? r & 4 m t n i iri L) VA?
Page 7 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on 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 USAGE 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://h2o.enr.state.nc.us/ncwetIands/strmRide.html-
I - Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Page 8 of 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at htti)://h2o.enr.state.nc.us/M/index.ht . 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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. 'Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify
Yes ? No ? If you answered "yes", )
y provide the following information:
Page 9 of 12
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

(s ware feet)
Multiplier Required

Mitigation
1 3
2 1.5
Total
--?•• ????? ?... ?? ?cci t,c1 pcnuwuiar rrom near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No E]
Is this an after-the-fact permit application?
Yes ? No ?
Page 10 of 12
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
Threat ed Species, accessibility problems, or other issues outside of the applicant's control).
?C_,
"Tod 5, N-oQIL?,?s YI•z5Z-?Z8-
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office
US Army Corps of Engineers Alexander Cherokee IredelI Mitchell

151 Patton Avenue Avery
Buncombe Clay
Cleveland Jackson
Lincoln Polk
Row

Room 208
Asheville, NC 28801-5006
Burke
Cabarrus
Gaston
G
h
Macon an
Rutherford

Telephone: [phone]
Caldwell ra
am
Haywood Madison
McDowell Stanley
Sw
i

Fax: [phone]
Catawba
Henderson
Mecklenburg a
n
Transylvania
Raleigh Regulatory Field Office
US Army Corps Of Engineers Alamance
Al Durham Johnston Rockingham

6508 Falls of the Neuse Road leghany

A
h Edgecombe Lee
Stokes

Suite 120
Raleigh
NC 27615 s
e
Caswell Franklin
Forsyth Nash
Northampton Surry
Vance
,
Telephone: [phone] Chatham
Davidson Granville
Guilf
d Orange Wake

Fax: [phone]
Davie or
Halifax Person
Randolph Warren
Wilkes
Washington Regulatory Field Office -Beaufort _ _ _ _Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell -
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 12
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 N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
larine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit Division of Water Quality State Historic Preservation Office

1650 Mail Service Center Wetlands Restoration Program
1619 Mail Service Center Department Of Cultural Resources

Raleigh, NC 27699-1650
Raleigh
NC 27699-1619 4617 Mail Service Center
Telephone: [phone] ,
Telephone: [phone] Raleigh, NC 27699-4

Fax: [phone]y9

Fax: [phone]
Telephone:
(919) 733-44763

1843 Fax: [phone]
CAMA and NC Coastal Counties
Division of Coastal Management
1638 Mail Service Center Beaufort Chowan Hertford
P
ank

Raleigh, NC 27699-1638
Telephone: [phone] Berne Craven

Brunswick Currituck Hyde Pender
ender
New Hanover Perquimans

Fax: [phone] Camden Dare

Carte
t Onslow
Tyrrell
re
Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator
3855 Alleghany Caldwell Watau
a
Idlewild Road
Kernersville
NC 27284-9180 Ashe Mitchell g
Wilkes
,
Telephone: [phone] Avery Stokes
Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherf
d
Waynesville, NC 28786 Clay Macon or
Swain
Telephone: [phone]
Fax: [phone] Graham Madison Transylvania
Haywood McDowell Yancey
Page 12 of 12
?O?0F W A TF,q
r
O 'r
July 12, 2002
DWQ # 02-1103
Nash County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Clay T. Strickland
1280 Macedonia Road
Spring Hope, NC 27882
Dear Mr. Strickland:
On July 10, 2002 the Division of Water Quality (DWQ) was notified by receipt of your application
regarding your plan to fill wetland for the purpose of Rivers Edge subdivision in Nash County. Approval from
DWQ is required to disturb these areas. The enclosed application needs to be completed and returned to us
with 7 copies of the application, supporting maps and documentation. In particular as described in 15A NCAC
213 .0502, we will require you to locate all streams and ponds on the property. Please show these on maps of
suitable scale (for instance 1" = 100 feet) so we can begin to determine your projects' compliance with 15A
NCAC 2H.0500.
1. The topographic lines indicated on the site pans provided with your application do not match up
with the streams. In addition it is unclear as to the location of any wetlands on the property.
Please provide maps that indicate the exact location of any streams and/or wetlands on the
property. A US Army Cops of Engineers Wetland Delineation map would be helpful.
2. You state in your letter that, "the drainage feature is not a creek". If you do not believe that a
stream exists within this area, then we recommend that you contact the DWQ Raleigh Regional
office at 919-571-4700 to set up an on-site meeting to determine the applicability of the buffer
rules to this feature.
3. Please provide detailed design plans of the proposed road crossing indicating and inlet and outlet
protection and the limits of the construction corridor or any clearing require within the buffers.
4. The DWQ recommends that you set up a meeting with this office to discuss this project.
Please telephone me at 919-733-1786 if you have any questions or would require copies of our rules
or procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H
.0505(c). The processing time for this application will begin when this information is received. If we do riot
hear from you by writing within three (3) weeks we will assume you no longer want to pursue the project and
will consider it withdrawn.
JRD/bs
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Program
Alan W. Klimek, P.E., Director
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
a
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
flu-

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NCD600 N.C. Division of Water Quality 07/09/02
Vouch# Ext. invoice Date Description
324 RIVER RIDGE 07/09/02 River Ridge Subdivision
OZ ?? 03
RECEi Vt D
Orig amount Check amount
200.00 200.00

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" REFERENCE: BEING THE LAND OF ISS . IRON STAKE SEt ~ CLAY t. ~ DIANNE G. STRICKLAND DESCRIBED EIS o EXISTING IRON STAKE I
h C pp IN DEED BOOK 951 PAGE 158. EPK 1 EXISTING PK NAIL 0'? h
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addRlons or ddetlone to thle document, In whole or In part, wlthoui written qnn~ Dent of CINLTEK ASSOCIATES, f~tA., la
PROHIBItEO.
GLAY T. ~ DIANNE G. STRIGKLAND P.B. 20 PG. 237
D.B. 1347 PG. 535
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1 ~ ' N/F ~
i~~o REMAINING LAND ` ' ~`~0 DORIND. D. NORtON ' :~o ~5J,g0, ~ Ot 2 ~ . L r~~
TO BE DEVELOP 1 P.B.. "'3 PG. 93 ~ I ~ I-~
AT A LATTER DA E. e " . 1 ~ ~ X51. ~ _ r ~ ~ 200
! ~ ~ LOT 6 T ~ .~..~~gp~ppp"yq;"f4.. d ~
~ ~ ~ m . , - _ _
NOTE; TEMP. ~ 1
GUL-DE-SAG 2~~ C C I .e~ 1 0 ~ a~ ,l - 4+16,8 2~
...................,..........,.,...,,..,............~.6+60 Q ` l ~ I 50' R>d~C~. - ~ ~ L $ I g
_ v
~ `'o S _ 5 ~ ~ I':N
4 / I I , ~c ' 4 I z I p_. O0 ~ 2 .65.
+ ~ ~ ~ _ ~
• • ; ' ~ f 3~' qq ~ ~ L00
LOT 5 S ~ > ' ~ / 54 263 f t. ~ _ 20 ~ ~ ~ / • :2l ~ ~ `l ~Wr Q ~ . I . NN 1 m
~ ~ I.24 Acres > R ~ '
_ ~ 151, ~ R/V ~ I I - • 4f0 q T , . QI
~ ~ ~~o ~ \ ~ ~ 30 ~ LOT 4
` TRACT 2 50.00 ~ rq/ 55,45q scy • ' ~ .....MRS. ROMIE hl. TURNER HEIRS " 2~p4' ~ ~ 1.27 Acre / 55,459 scy ft. ~ `~.1 AC 1' ) . I.27 Acres 1 ••.18.6 .
P.B. Iq PG. 80 ' ~ •
`o T 1 ~ I + 1 ~..ut I
NOTE THERE IS A R PARIAH ~ BUFFER 50' DN EAGN SIDE 1 30,fi100 ft. ~ . 1 ~ P.B. 23 PG. 93 1 ! I ~ I I
"a<~ OF INTERMITANT STREAM. ~ ' . 316.0 , • L 2`•., ' I ~ I ~ I - ; otl 4.p'J' I I -
I16,01~ 1....~1 30, sq, ft. 130~'t~01 aq, ft. I m .
. 1 ~ ~L. Q.(z9.,6~t's~ I ~
PLEASE NOTE PLEASE NOtE: 151,90' ~ I c
FIBER OPTIC L ._~~0 RUNS ALONG R IBER OP71C LINE _ ~0 p :UNS ALONG R/W R~~ ~ ~ _
ACROSS PROJE S OJEGt ' a i°"'a"1°" -r tIE LINE NCGS MONUMENt ~CROS PR ~ W Si2'00'22"E
ENTRANCE. BEF JTRANCE. BEFORE ' ~ BRADLEY ;GING CALL ULOCO 1190,07 NAD 63 GRID COORDS.
DIGGING CALL UI .o OR UTILITY GOMf . . N ~ 781,032.703 U71LItY COMPANY. -
CL o CL E ~ 2,2b9,740.562
,~~~~~~r~~r ,rbt4f ~-.~eff. I,I MILE SOUTI~I N.C. 581 t0 tAR RIVER
TO S.R. 1921 (60' PUBLIC R/W) f
'
1 y°k
d H ~ ;1 , 1 n yi • °
t . Q, Y°r t~ ~ ,~a`
e 6J S 1~~! G_I h(~. M
,~~~L' Drawn b . Y'
_TF{ _
roved b APP Y•
~FNERAL NOtES= TH
UM RO OSED LOtS ¢ 9 ~ _ I. TOTAL N BER P P MINIMUM LOt SIZE = 30,000 SF pate:
zoNING: A-1 g-g--20Q1
SETBACKS: 50' FRONT ,_,T,.~.,_..____~, 15' SIDE, 25' SIDE CORNER
30' REAR ~ Job name:
2. ALL CONStRUCTIDN t0 BE IN SUMMIT HILLS A CORDANCE Wltla NCDOT AND G ~
NASN COUNTY SUBDIVISION ORDINANCE
STANDARDS. 3, OWNER/ DEVELOPER= ScaIP:
MR. CLAY T. STRIGKLAND ' 1 "--100' H
I~>an rleranntile anon
U U GRAPHIC UALE SPRING HOPE, NORTH CAROLINA 27882
C KDO too 0 50 100 zoo 400 PHONE. [phone]
4. LINEAR FEET OF ROADWAY PROPOSED- I,0g2 L.F.
TAY. MAP 44 27680097(otbI Sheet No.
b0 b ( IN FEET ) f~°C 'isJS S-T 11 2 5N A I-G 1-1 00 (<61 s A
P 1 inch = 100 rt. of

QO
SEEDING MIXTURE O
SEEDBED PREPARATION NOTES: SPECIES RATE (LB/ACRE) REFERENGE~ BEIN TN LAND F ~LEGF~p ~ G E 0 ISS • IRON STAKE SET ~ CLAY T, 4 DIANNE G, STRICKLAND DESCRIBED EIS a EXISTING IRON STAKE ~
w (e• wa=.) TALL FESCUE 80 ~EQw_ I. SURFACE WATER CONTROL MEASURES TO BE INSTALLED SERICEA LESPEDEZA 20 _ IN DEED BOOK 951 PAGE 158. EPK A EXISTING PK NAIL ~ ~
_ _ TaP of BEau _ r FREEeoAao truN.) ACCORDING TO PLAN. KOBE LESPEDEZA 10 f)1 ~ PKS 1 PK NAIL 5ET to ~
oes~n N~cH WATER 2. AREAS TO BE SEEDED SHALL BE RIPPED ANp SPREAD SPILLWAY CflESr _ i (1*5') WITH AVAILABLE TOPSOIL 3° DEEP. SEEDING NOTES= ECM p EXISTING CONCRETE MONUMENT ~ ~
}T 3, LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL I. AFTER AUGUSfi 15 USE UNSCARIFIED SERICEA SEED, CP 0 COMPUTED POINT L] PP <'Q, POWER POLE ~ ~
uANllAUU LEVEL of seoluENi- _ BE REMOVED FROM THE SURFACE SO THAT THEY WILL 2. WHERE PERIODIC MOWING IS PLANNED OR NEAT APPEARANCE I5 DE51RE[ (CLEAN BASIN OU/ WHf.N \ CLEAN OUi STANE-~~- 12" ;~S WASHED STONE B' yAK :E 15 DESIRED, OMIT R/W RIGHT OF WAY ~ p ~y
Trus LLVEI. aencNEOJ N= e NOT INTERFERE WITH THE ESTABLISHMENT AND MAINTENANCE SERICEA AND INCREASE KOBE LESPEDEZA TO 40 LB/ACRE. ~ I - s OF VEGETATION. SURFACE FOR FINAL SEEDBED 3, fi0 EXTEND SPRING SEEDING DATA INTO JUNE, ADD 15 LB/ACRE NULLED RRS • RAILROAD SPIKE SET W •y 'ACRE NULLED BER- ERR o EXISTING RAILROAD SPIKE ~ ~ ~ C, \
: i2 PREPARATION, AT FINISHED GRADES SHOWN, SHALL BE MUDAGRA55. HOWEVER, AFTER MID-APRIL IT IS PREFERABLE TD SEED TE _ .taws.. TD SEED TEMPORARY PED ®PNONE PEDISTAL .Q { ~ a. •
REASONABLY SMOOTH AND UNIFORM, DOVER. 4. IF NO 501E TEST IS TAKEN FERTILIZER AND LIME TO NURSE PLANTS: - - "0 ~
~ Rw BE ACCORDING TO SEEDING SPECIFICATIONS ABOVE. BETWEEN MAY 1 AND AUGUST 15, ADD 10 LB/ACRE GERMAN MILLET OR 15LE s I ZHR~GH BASIN AND FILTER IN ADDITION PROVIDE 15 LBS./ 1000 S.F. OF SUPER- SUDANGRA55, PRIDR TO MAY I OR AFTER AUGUST 15 ADD 40 LB/ACRE R1 ILLET OR 15LB/ACRE PROPERTY ZONED A-1 NwY t~e,l ~ ~-oo1~~s ~
s. PHOSPNATE.I SEEDING DATES= 0 LB/ACRE RYE(GRAIN), PARCEL ID ~ 276400186547 TO ;PRINCE NOPE~
, Aigo cuss I 5. IF A SOIL TEST IS TAKEN, PROVIDE FERTILIZER AND BEST POSSIBLE MINIMUM SETBACKS FRONT 50 q; ~ LE REAR 30 ~
~ ~ CARRY RIP qAP UP -E (lo' ~rRr.) RIP RAP LIME ACCORDING TO SOIL TEST REPORT, FALL: AUG. 25-SEPT. 15 AUG, 20-OCfi. 25 I ~ sroes of sPIUwAY-~ 6. FERTILIZER AND LIME SHALL BE APPLIED UNIFORMLY LATE WINTER= FEB. 15-MAR. 21 FEB,I-APR. 15 OCT, 25 .SIDE 15 Q ~ h
~ ~ _ ~ F~r<~ ~ ~ , = T` - AND MIXED WITH fiHE SOIL DURING SEEDBED PREPARATION, FALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OV R. 15 SIDE CORNER 25 f' ~ ~ 'EDEZAS. OVERSEEDING P""+ p h ~
~ 1 --Silt FENCE 5 E BASIN SECRON ABOVE 7, ADDITIONAL EROSION CONTROL MEASURES MAY BE OF KOBE LESPEDEZA OVER FALL SEEDED FESCUE 15 VERY EFFECTIVE, f FECTIVE, ~ ~ ~ r` Ol. N
~ ~ ~ - . REQUIRED DEPENDING ON FIELD CONDITIONS. SOIL AMENDMENTS= ~ ~ 8, MULCH TO BE TACKED OR M CNANI I APPLY LIME AND FERTILIZE ACCO N 0 I
E CALLY T ED DOWN R RDI G T SO L TEST, OR APPLY 4,000 L FaRrp - _ x -srABlutE ouTLer mrcN ro N ` / ~s WASHED srar+E WITHIN TWO DAYS AFTER MU CHI R A GROUND AGRICULTURAL LIME570NE AN 1000 / C 1 - I / _OERM~- ENO OF OKTUflBEp AREA ~ L S SP E D. D , LB A RE 0 10-10 FERTILIZER. APPLY 4,000 LB/ACRE NTS ~ U )FERTILIZER. M ~ Z U
/ ' (1AATERIAt SPECii'IEO NY ENGINEER) 1: ~ ~ MULCH. _ APPLY 4 000 LB/ACRE GRAIN 5 RA 0 ~ ~ ~~~~N~ ~145~~ ~ • Z
~ oU~f , T W F EQUIVALENT COVER OF ANOTHER . ~ o„ cH MULCH. ANCHOR STRAW BY TACKING WITH ASPHALfi, NETTING, OR ROVING ~ ANOTHER SUITABLE ~H~~~ m ~ OR ROVING OR BY rmeM rst aide torage torege for Si mid Sian boi Siae t ~ x
_ „ ~ CRIMPING WITH A MULCH ANCHOR TOOL. A pISK WITH BLADES SET NEARL' ,.r s"` N CAN BE USED AS A MULCH ANCHORING TOOL. S N 10 Werr © ~ S ET EARLY STRIGNT sm Area AC Are AC R it P vided ft L W L W L W cfs Le h ft ~ ~ rn
E EVATIDN OF 8 RM AND FlLT~R MAINTENANCE: ~ ~ 1 1,25 1.2 250 228Q 3 19 13 34 33 54 3,52 1,17
REFERTILIZE IN fiNE SECOND YEAR UNLE55 GROWTH IS FULLY ADEQUATE. I' 2 1,45 1.45 2810 2640 2.5 22 48 17 t` ~ ADEQUATE. MAY BE 43 35 61 4,08 1.38
MOWED ONCE OR TWICE A YEAR, BUT MOWING 15 NOfi NECESSARY. RESEED FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY. IARY. RESEED, 3 1,39 1.39 2502 2520 3 20 42 14 3ti 34 56 3.91 1.30
RIP RAP SEDIMENT
BASIN Ft93tMUL±
i nt St •R 'red =18000.F. x Disturbed Area AC Copyright®, 2QGI Sad me Drags ( )
Sediment Storage Provided =Length(at midpoint) x Width(at midpoint) x Depth AI R ghte R"ved,SReproduotian or use
Q10 = cIA; A =Drainage area to basin of tha conlwnt of ihie document, or odditlano or deletions to lhio dooument,
Weir; Qweir = eLH312 In whole or In part, wlthcut wditen con-- eent p} gNLIEK ASSOCIAIFS, ftA., Is PRCHIRITED.
Mqp
A,g NoIpTN CLAY fi. d DIANNE G. STRICKLAND 23 pG
q3 P.B. 20 PG. 237 E
D,B. 1347 PG. 535 ^i
".c
CREEK NAS BEEN FIELD NOTE= 501 TAR-PAMLIi TA - AM ICO ~ ~ . R P L
LOCATED ON WESTERN BUFFER TO BE PRESER' GREEK BANK, CENTER 0 BE PRESERVED Ay UNDIS
LINE OF ALLEN SPRING s.
BRANCH IS PROPERTY LINE.
• d
/ \ l /
ALLEN SPRING BRANCH ' J,
G~ . '
li :f : o ~ ~
0 $b Ca : e. ~ . r .
Q¢ v .1 . e , , , LOT I
~ P.B, 23 PG. 93.. ' '
P~'
~ Q '
p ~nlM~r lr~ ~i° 3 ~ ~ ~ P w
GI, c~..1 111' o - bISTUI~En pt~' - ~ p. ~ St~IM~N ~~IN
SIP' ~ 1 , I ~ ' ~Zlt?~ ~ - - I ~ = , Z~ ~ ~ it31> ...>~s~~ ~ -1 -15
~ 5a . W ; i ~o.,....... . r,,~ S.y I ^y ,W.".. ~
. i ~ o
.........~C~ 15~. . I 1 !g ~ ~~~o DORINDA D. NORTON;'
fr-r ~ 90 ~ I ~ ~oT 2 ~.~.ti........
~ ~rc.~ SILT t~PYk P,B. 23 PG, 93 I
I LoT ~ I LOT 6 ~ eon • . I.,
, 1 i©00° ''Ft, 1 ' 1?5 .ri,.., Dh~-H L • m 1 ................j.. J
. ~ bdM.. .fa1"..=.~~,5, ~.OT••7 ~ ~ .........,.r - f •
4 • .•..30;000 sq, ft:...,.. 1 ~ ° t , . ..................................i...,., ~ ti a 1 . lo.,. I
~ o. , ~r----. I ~ q
' >oo NOTE TEMP. I ~ I ~'lr~y..,.
CUL-DE- r~~ ~
: ~ . l~E J- , ~ ~ ~
~ Sit. +a r 4+ C:APRON TO BE ~ 73 I
. ~ r. ~ L~6 FEET J 09,65 . , • 3.~ •qR W 3.9 FEET _
y- 7 . 7 1,. ~ GLASS I RIP RAP ~ I,00' I;`
54~~ ..f~:.:.. 30 j...:., ~ '~i; ~ _ 3• . , t ~ ~ ~ . _ ~'1d R p
~ S! U ~l,o ~ : T9 I .
~ ~ ~ ~o 0 LOT 4 1 151 PRIV 1Y ~ 30 7 sq, f,.~, - qr . ~ alp' I I
~ TRACT 2 F~/ : ; LOT 4 ~ iW ~ „0 _ I I ~ 7 . ga
. MRS. ROMIE M. TURNER HEIRS ~ 4i~.0 , ' 4 ~ ; L27 Acres , 9 f:` ~ , 18" 'RCP i L
: ;'I - __I u41 ®I~ ~•1 '
NOTE:"'THERE` 15 A RIP.171AN / . I ~~l LOT 3 1 r ~ ~ ~+a.s e' 4 : ~ _ LOT I
~ CN' SIDE BUFFER 50 E OF INTERMI1CANfi:STREAM, : ` - I f ~ . 1 P.B. 23 PG. 93 _ 1 'Q>Ie9.~ ~ ~ 11 I T.• .t....... I
'i"411~'... ...Tv'' ~Mfff~ ~ 3r 1. ~ I
6.01' . U N D l s•NR13t:rJ~Pf ~'f Eir `1 30, 007•.. sq, ' I ~ I , L • I I - • I• Q•bq Acres`., • ~ i 30;1701 ft. I t'n
.....:.....~l.I1~N 611.T F~'NCE "To EX'I~T" _ ~ „gt ,
„ , , .oF fie~a PLEASE NOTE= '1'1t.A1 LLOIUAL lll l Cll ll.[M1:NS10N5 I~ f pleb ~;>.qp 6 FIBER OPTIC LINE NOTE iri TIC LINE ~ - _ _ ~ ~ ( I ~
C ~hK~ btt UN ~+I ~'CaM~A1T5 R S ALONG R/W ,ONG R/W _ . _ _ ~ p
AGR055 PROJECT- UIfC?i Cl,p 5,196) SS U(It W f ~ ENTRANCE. BEFORE ' PROJECT ' TIE LINE
1 I tl 13(fl) n V„ $teWliz~tion NO• (H:V) • DIGGING CALL ULOCO BEFORE ' ~./W.1. ' ~ I n NGGS MONUMENT ~ SI2 00 22 E "'BRADLEY'I ~ ALL ULOCO ..............................................27.,94............ 1190.07
° OR UTILITY COMPANY, NAD 83 GRID COORDS. ' COMPANY, CL-- _ _ _ +00,.„ N = 781 7 3 03 . 0
I 3: I • ~ CL E = 2,269,740.582
q o 0.030 3,q2 NAB G'SSp • • ~ TO TAR RIVER ....................................~.L..MILE
z _ _ Ie__ ~._~~0 3.i 1 0 0~ 3.'Xo N~ 5C-15~o GRAVEL GONSIT ~l~~eiiferarta~~~~ TO S.R, 1921 SOUTH N,C, 581 , + ........................:r. ENTRANCE , •
2 A _ . 2 x2 lo•0 3:1 1.5 o S,p3b 47 1J+kr, G3 ~ • L = 100' (60 PUBLIC R/W) L~.
3 7. eo . o,0 3:1 1.5 1 ~ a.03o 5,51 ~ r?35p~" o . ~ p ~Nr 2 ~ ~ ~ p~ ,
~(P I~ M gb'SIN r DISTUtzr~ = I.45
b-, ~0 2.74A I I.5 q m a,43c, 2.31 IAI,~ k 50 - U 1
5 0, . _ Z~r? 2 , 2G 3:1 .5 ~ o O.a3o I.7 p1fG 5G150 , . ~ , 1~" rou= . k , rf •
r~.I • _o,G~ ~.4 3;1 1, 5 0 0, 3, Z2. ~ SG ,A u~; I~
- Nf 150 t,,
-L.~. .4 3.1 I•S 9 o a .2b o, G3~v
8 I~21 0,95 3;1 1.5 `1 © 0.030 (85 N 4 ~I~O 1tIP-itAI' APRON DI11~ ~ N I N ~ 0 ~ CONSTRUCTION SEQU~NCE~ Drown by:
0,7.(o a,9S 3:1 )•5 9 o b.o ~ I, OBTAIN GRADING PERMIT FROM THE NGDENR, TH
30 1.25 Nf~ SG151p STRUCTURE N0. V 0 LAND QUALITY SECTION, N0. Vp ZONE LENGTH WIDTH DEPTH COMMENTS ~ 2. SET UP PRE-CONSTRUCTION CONFERENCE ON-SITE WITH THE A raved b ,
EROSION CONTROL INSPECTOR (TELEPHONE [phone]} pp ~
~v-r ~U 1 ~.q 7 r i f TO DISCUSS EROSION CONTROL MEASURES, TH . ~'.q 7 l In 5, ~ l c - L~ ~ t1~tp t~#P 3, INSTALL STONE CONSTRUCTION ENTRANCE SILT DIVERSION ,
GENERAL NOTES: GtJU~ f~ ~ DITCHES AND SEDIMENT BASINS. CLEAR ONLY AS NECESSARY Date' 2 (s, 2 l $r 6~' 5 r 5 S S-~9~-20C1
I, STABILIZATION IS THE BEST FORM OF ER0510N CANTROL, TEMPORARY SEEDING 15 NECESSARY TO ACHIEVE EROSION CONTROL GI.wK ~ ~ TO CON TRUCT THESE MEASURES, 4, CALL 919-571-4700 FOR AN ON SITE INSPECTION BY EROSION "~°"'pry""`°°
ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY CONTROL INSPECTOR. WHEN APPROVED, BEGIN CLEARING AND Job name;
REQUIRED A5 PART OF THE CONSTRUCTION SEQUENCE SHOWN ON GRUBBING OF THE SITE, STRIC581 5. MAINTAIN EROSION CONTROL DEVICES AS NEEDED,
~ (~ov+h bmwl~>~ G?~e.eln G35v Is cArm~Kan m THE PLAN. ALL DENUDED AREAS LEFfi EXPOSED WILL, WITHIN i5 1 WORKING DAYS OR 30 CALENDAR DAYS OF ANY PHASE OF 6, STABILIZE THE SITE A5 AREAS ARE BROUGHT TO FINAL GRADE.
Nab}~ rSnnCyl4~,n ~f~vt 5G15o j5 ~ _ GRADING WHICHEVER PERIOD 15 SNO R E S EDED AN MU N G ~Yd (y~„I ~VIry1~ , RTE , B E D LG ED. 7, ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN
~ 2, 51TE AREA: 28,05 ACRES DISTURBED AREA= ACRES ACCORDANCE WITH THE NG EROSION ANp SEDIMENT CONTROL Scale: PLANNING AND DESIGN MANUALS, U5 DEPT. OF AGRICULTURE, 1"=1Q0' (H)
n ~ n GRAPHIC SCALE I IC G/'111 /'!'\1.IGCU\/ATI/1~1 GG[f\/I/`C
C V V V 0 rc Vd .Jl/IL 1,.V1Y:IGRVM 1 MAI 7GRVItrG, ' B. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY (V)
100 soo ANY LAND DISTURBING ACTIVITY GREATER THAN 5 ACRES REQUIRES COMPLIANCE WITH ALL 50 4W 6 100 o +V CONDITIONS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER UNDER THE MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (PERMIT NO. NCG010000). 0 ANY PERMIT NON COMPLIANCE IS A VIOLATION OF THE CLEAN WATER ACT AND TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CONTACT WITH THE EROSION CONTROL INSPECTOR
a 44 MAY REQUIRE ENFORCEMENT ACTION BY THE NORTH CAROLINA DEPARTMENT 50 THAT PERIODIC INSPECTIONS CAN 5E PERFORMED AT Sheet No.
F ( IN FEET) OF ENVIRONMENT, HEALTH, AND NATURAL. RESOURCES. APPROPRIATE STAGES OF CONSTRUCTION.
i inch = 100 it. ~f, ' p " U 5 nN fJN~L`I I's Ta F fMp 4 I.t; TH~~ ( J ~IGTf ~L, GN6
(@ ~vl,v~~T N° 2 , l N t No 4ol t't~j2narr ts ~p4~y. of

OG O
01
Cn
C MAP NORTH pQ 0! I I , 23 PG. 93 I~
1 P.8 ~ H d'
1 p ~
LOT 2 N LOT 3 LOT 4 5 C ~
LOT .p N
N
NOTE TEMP, p~
~ ~ lo'x7o' ~ ~ M I ~ ~ 51GNT TRIANGLE / ~ GUL-DE-SAC
T ~
l S + / N C ~ ~ r,
~ ~ y ANNA R i~t? 5• ~ e r.e~ D. N R ~ 50 PRIVATE R/W
-I - LOT 2 ~ ' o LOT 8 C) rn U
0 00 ~ E I A~ ~ f E I I I
'o ~ ~ ~ 1 n D ~ l~ 18 RCP I+~ 2+ , z 2+00 3+00 4+00 5+~ ~ RC 6+00 6+60,44 ~ 3
Z _ ~ ' ~ - - O @ I . (CLASS IV) ~ X
10X10 LE S 10'0, SIGHT TRIANGLE m GNT TRIAD' ~ ~ I
51 0'X70' APRON TO BE ~ ~ QNi L=15 FEET ~ ha •p
2+~ ~ APRON TO BE I+00 ~ 3+00 4+00 W Lmb FEET W=8,5 FEET ~ ~
Q _ ~ k Wm3.9 FEET CLASS I RIP RAP
0+0 ~ _ I ~ _ _ . _ _ I _ ~ ~ I I I I I 1 I I $ CLASS I RIP RAP - 1 _ _ _ - - - - -1 ~ A -
r ~ 4+18.38 ~~~ALSEY ' / ROAD (50 PRIVATE RAW ~
Capyrl~ht®, 200'1 CINtTEI( ASSOCIACES, P.A
~ ~ u cv All Rights Reearved, Reproduction or use of the content of th(e document, or
. LOT 8 1 LOT 7 LOT 6 oddRlone or delellone to this document, In while or (n part, without writtai can-•
~ ~7 ~ u. o Bent of CI1At1EK A550CIAI~S, P.A., le PRgtIBITEO.
~X 1
'0 1 D_ ~ z _ _ - I
~ ~ r
rn ~
LoT I ~ o LTq
3$ ~ gk18•
C"^
~ 1 wJ
'c~ ~
~J
© `N Cf~ ~J'~ [ t"`
`I "1 C"'1 C^'
,M,~~` '-'^I
LOW POINT ELEV = 208,04 ~~a
h- .wco LOW POINT STA = 5+42,bq t~ ya
~'N~ _ ~ ° ca PVI STA 4+50
N~~ u~Iw--3 _ ~ PVI ELEV 207,01
_ A.D. 7.35
J 'V' V K = 34.01 U
r 240 + ~jA~ 250.00' VC
EXIST. EOP I- 0 "
238.Ib w 0.
N ~ a~w
\ w~~ 236 N ~ z Q •
~N - N ~Q
W + Q~ N Ng I~
J~ ~ •N Q~ 11
~m U ~ 228 ~ O I + ~J~.a
232 ~ + _ ,S u - - m N U w EXISTI GRADE
'OOx /
~ ~
\ EXISTING GRADE ~1
228 224
- ~l
~ N W
Nw ° d
224 220 n 18 R P ~ ~
v - ra r- Q
_ r~ ~ ~6 a r pL
u 0. v 216 . 220 N + :~v
fY Q cQ~i ~i " w u ~ ~w W
wz+ z ~ w ~ ~ P ~
- to ~ I ~ PVI STA = 2+Oq.74 ~ m PVI ELE = 222.38 + - o ~
212 P 216 ~ A.D. 5.40 ~ w ;in ~
K = 31.48 ~ > U ~ ~
1701 VC \
212 ~ 208 ~r~
a' - ~~~ttsa~taor~ae~r
o \ ~°`u°,~~~~ CaA~~ ~a~t+ A~,p~ufn~y* ~a6
m N u P I STA = 3+~ .Iq + N 30 " GP CLASS I ~ ~ ~k,t~~ m
~ w P I ELEV ~ 22 00 " " 0 ( )
208 Nw 24 !A lA A.D. ~ 5.00 > UU `~-~t.~~., w ~~:Y(„y s~~~ w
K=30.00 ww w rs cM w 0. a a M
eWp; _ a"' I ~s ~~m
150' VC v., f. °s+i~°" ~
204 - - 200 201
~R.~~.~1
raven by
TH
.DATUM ~.~.Y. _ Iq6 200.00 DATUM ELEV
Ig5.00 A ..raved -b_+..__...,._ PP Y' TH
d a t e:~.__...._.v.-...____. g_g_..2fJ01
vv, rm co ~m r~ ~m 6~ N~ ~
~im m~D c°vm c~vao (oy~ nom ,no mr_ ~n mw ?n m N r ~ o o _ o _ m m v m to ~ m umn o= ab name: ~ m o ~ J
NN NN NN NN NN (VN NN N~ NN N ~~VI~ N,f1 NV'rryym N N N (y N Ito r6 ~ c0~ `rtri o ~ o o~ - ~ ~y " ~ N - N - ~ ~ N o N ~ TAR RIVER HILLS N N~ N N NN N N N N N N N N N N N
N N N
Scale:
9"-~n' CH)
+ 2+00 3+00 + MI4
a+oa 1+00 -5' M 2+00 3+00 4+00 5+00 6+00
ALSEY DRIVE ANNA BOND Sheet No.
( a Flgot l-eS g65ep fJ "SV ON EI.e1/ ONS~
PIS- 1.OCA15P fy(1 3 of

_ ~
00 C7
to
R/W R W P ~
m o°
~ ~
_ _ _ .w R.ICaN1' (7L WAY OTE~ ~
I, Ed.51r~ ADDITIONAL R/W MAY BE / ~ \
tai 18 L+ SHoUr,D~2~_ G b _ REQUIRED t0 ACCOMODATE W ~~°I~lvl.ll..t>r:-r~ ~R.~Vr"~L. 9NOULDE DITCH / ~ __.m,~ \ .~e
TAPERS, TURN LANES, AND va'!iFT I/4"%FT MEDIAN 15L.ANDS. / ~ /
o /r`7 OPT I s~"~ _ ~ / ~ La / ~ ~ ~ ~
1...... 3;1 gL ~~'k, ~ / 1 ~ 5pr 1 ~ ~
r,~~a ~ 0' TAPER ~j 5 ~ ~ I ~ 1 R cn
THAN 26 (REQUIRI=D ~'OR W LESS ) 6 1 ~ ~ 2) i ~ 1 I I rn
b" ' 7 ' I NT TRIANGLE p~ I i ~ RIANGLE ~ I ~
c LOX 0 SG _ ' IiMI TYPICAL R-3 0 ~0 .35 I ~ R ~
1 1 ~ In I 1 ~ r~
1 ~ ~ ~h / I-~i ~
- - R=~o ~~3a ~ G~TOR ROAD ED E OF PAVEMENT I N T I I~I_ ~~0~ ~ ~ PAVEMENT TOP G R ~ ~ ~ EDGE OF ~ ~ I ~ U .
_ _ - ~ / ~ ~ ca ~ I rl /
~ ; EXISTING ROAD ~ / I i ~
--..i E~?C~AIN.., .MAX.,.. ~LUF E_._ ~ 5' R ( ® ~ x 3 ~
EDGE OF PAVEMENT EDGE OE PAVEMENT I~r)I..L.INf; del ~ / ~ ca m 25 R I cn ~ ~
l~IILL'Y i~~I/1.1 ~ ~ I s, , © ~
I I I
NOTE: PERMANENT DRAINAGE EASEMENTS MAY I I I
BE REQUIRED TO ACCOMODATE DRAINAGE i I i8 I I 35 R 16 I
BEYOND THE RIGNT•~0~-WAY, r~'1 I I
Coppight(~, 2ODl I I I
I ~ I CNk.IEK AS30CIAlES, P.A. ( 5p All Rights Reserved. Reproduction ar use .I ._,...„s al the content of this dowment, or
I I ('~/I'V ~ additions or dsietbns to this document, I`~ VV In whnls or In prrrk, without written con~-
I I I I ssnt of CMLTFK A5SOCIAlES, P,A., Is PROHIBITED,
I I I I
( i I (
I ~ I I 16 IS i 50 I
I-•--~I , ~ R/W ~ - q
a~'
5 A REQUIRED n O~~cJ~T CUL-D~-SAC SLOPE 5 I/Fr ~
NO CURB AND GUTTER Q ~
• ~ ~
SYMMETRICAL GUL-DE-SAC ~ ~3
~ NO CURa AND GUTTER q
..FILL. ~L.C?PI.
\ f•'
~ ~ q
~ ~
- MIN - VARIABLE AS DIRECTED 8Y THE ENGINEER ~Q ~
-COMPACTED BERM ,MAX TEEL (6 ) L OR WOOD POST W ~ TEE
FINI,y'N z FILTEF TOP OF BERM i FREEBOARD (MIN,}
NA1111~A1 NApi,~ ~ J rROUNp FILTER FABRIC ~ ~
R ~ QQ' 1 MIN. '~`"1 d ~ e V y ~ q
WOVEN FILTER FABRIC ~R ~ ' MQ~ ~ N a ~ y SEDIMENT STORAGE
12" 6 WASHED E MAXIM L F IM ~ CLEAN OUT STAKE ~ 22 "11
~p o C ro WHEN IS L R H
ANCH N ANCHOR SKIRT 6 MINIMUM ~ C/)
- Nqr o 0 _ U,qq~ I I - IN LIEU OF BURYING SKIRT, 8 OF IP RAF' F``~i
MADTH AND CRO i~ iv IN LIEU DEPTH TO BE DESIGNED AND ~5 WA, 5 WASHED STONE MAY BE USED T NTH H FIT ~y ~ 10 ROUG BASIN AND L ER
BY ENGINEER (1' MIN) OVER 1 OVER TURNDOWN. ' SIN
\ SHALL BE A MINIMUM OF 32" IN WIDTH AND C~N~RAL NOIES, 1. FLTER FABRIC FENCE SHALL HAVE A MINIMUM OF B UNE WIRES WITH 12" STAY SPACING.
WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMNN ~ II i~~~
FOR A PERIOD OF MORE THAN 30 DAYS. / ` ` SILT FENCE -STEEL POST ~ "f Y RIP RAP P L 10' MIN. CC SS i OR 2
NOTE; 'STEE 3, STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE r ~ ( SIDES OF SPILL R~RAP N f
1. DITCH SHOt11D IIAVE: I.ONGIT'UDINAL SLOPE OF 1%, SELF-FASTENER ANGLE STEEL TYPE. FILTEF z / ~ IP RAP APRON FILTER FABRIC / ERIN ! ~ B~Ip
4. WASHED STONE SHALL BE USED TO BURY SKIRT WHEN SILT FENCE ~ ~ J Q~ ~ \
IS USED ADJACENT TO A CHANNEL, CREEK OR POND. o ~ R 5• TURN SILT FENCE UP SLOPE AT ENDS. 0 1D q lD ~ ,"3.~r,vk r 1j:M1s~: o ~y 0/TL~ ~~,•,.~.r,>~~~rzt~f~,»,~~~;,~ti~,~: ~b WASHED STONE:
N ~ SILT FENCE ~^a.;~.~!E ~gI '
6. WHEN FABRIC IS USED WITH WIRE MESH 8' CENTERED POSTS MAY BE USE, ~~p AP 0 TI~EEA
TEMPORARY SILT DITCH ANCI „ TO LI S OF DISTURBED ANCHOR SKIRT 6 MINIMUM
MAINTENANCE_NQI~; 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FlNANCIALLY
RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH ELEVATION _QF BERM ANA F~ILT~R
RAINFALL AND AT LEAST DAILY DURING PROLONGED RNNFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2, SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
FABRIC SHALL BE REPLACED PROMPTLY. N A N ME DI SE RA R R
3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT OR SILT FENCE SHOULD BE REPLACED. THEY MUST BE REMOVED WHEN DEPOSITS REACH ;H
APPROX. HALF THE HEIGHT OF THE BARRIER, ANY SEDIMENT DEPOSITS REMAINING IN WING IN
PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM
X TERRAIN MAX._SLOPE TO THE EXISTING GRADE, PREPARED AND SEEDED. rri t~ a
I LEVEL. ~ ~ _ 2:1 MIN,
ROLL.iNG 2:1 I~ r~ W
v
, ,
_NO.:fES;
~ THE END r~It1N'gmII111ryN
1. RIPRAP SHUULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND . ~A~ '~i r q®~~ ~\a~1P0ae 50 MIN. a~~~ E.SSr
OF' THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE 0 T OR PUBLIC STREET ~p~ 0 a.
U 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAME ER
CULVERT HEIGHT. EXISTING G OLIN e Mr a
I='IrAN ~ 2 ~ FA RIC " ~ SOIL STABILIZATION B °ti~~ ~
TH-RE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE ~ / 1. k ~ ~ UNDER #5 WASHED STONE 'F mq , t ~~1;:° ~a" .e ~ ~ir~ °
- --L SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED ~ ~ O w ~ ~ (lo° MIN.} SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE CRITICA 50 MIN. ~{~P CRITICAL POINTS ''''~~rf ,~u`'~0 rnnm
ADE FLUSH WITH THE SURFACE OF THE RECEIVING CHANNEL. THE A, ovEl W _ NATURAL.. GRADE SAME GR ( ) A. OVERLAPS AND SEAMS ~
~ RO B. PRo AP N SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END. " ' • ~ C CHA B. PROJECTED WATER LINE w ~l~'~°(r~71
M Rlf' f~AP M C. CHANNEL BOTTOM/SIDE B w Z ~ OraWr1 by: SLOPE VERTICES ~ to
i I I ~ ~ ~ rr 3 / ~ SLOI . ~ II ~ T THE BOTTOM r THk WIDTH OF THE END OF THE APRON SHALL BE EQUAL 0 ~rH
ANNEL 5;1 s r • . > '~~4 ~ WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CH ~ m AppTavFd by;
~i:;,~;, ~ IJ .:..t::i::id; :~:~)t:.;:: r: t` ~ a TH
. ALL SUB(~R DE < :.:.:.:.::::.:~:..:::...r,• , NOTE ~ ~ WASHI D ,.~TONF 4. A FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER. I AY[ I~ f)I. III If R FAF3fll(., ' ` ' . NOTE: HORIZONTAL STAPLE SPACING SHOULD BE ALTERED NOTES:
GRIT ;,;y:' IF NECESSARY TO ALLOW STAPLES TO SECURE THE [eats: CRITICAL POINTS ALONG THE CHANNEL SURFACE, A TABILIZED ENTRANCE PAD OF WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE ~-~9•- 2001 1. S ~ T
IVIN G TH E T IN E REC MPAC ED 0 OR C SE ITH R L00 E 5. FI E '~~t N F LL I 0 PL G G TH . A F ~:~l~ F R E TO GENERAL STAPLE PATTERN GUIDE FOR TRAFFIC WILL ENTER OR LEAVE THE CONSIRUC110N SITE ONTO A PUBLIC STREE REFER Jab narr~e:
NO11 ; MINIMUM I~ =l A NOT BE ALLOWED. ~ . m. ~ ChiANNEL SH LL _1 L~ I I f f L) LAM L f CORRECT STAPLE RECOMMENDATIONS FOR CHANNELS. 2, FILTER FABRIC OR COMPACTED CRUSHER RUN STONE MAY BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. TAR RIVEf2 HIL,L.S
WI L_ N L AP RO T F TH NM N E AI 0 TA L G E ~ 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
I N L TH HOR ZO IN E V ES R CUR N 0 N DS a BE e, ONTO PUBLIC STREETS OR EXISTING PAVEMENT, THIS MAY REQUIRE PER?ODIC TOP DRESSING IMTH ADDITIONAL.
BE: PERMITTED. - ; STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
PP D WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. Seale; 4, ANY SEDIMENT SPILLED, DRO E , r
„wJ~r~ ~ en feT oe rl cenlrn Tn RFIJnvF CFnIt~FNT PRIOR TO ENTERING A PUBLIC STREET. WHEN DE"I'All..~; (H)
UOU~ W"tFV ArrrNur'RIAIC., nncCl.a mva' u4 v~~ -
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE. NOT TO SCALE. (V)
RIPRAP APRON
g AT PIPE OUTLETS DITCH LINING DETAIL STABILIZED CONSTRUCTION ENTRANCE Sheet No.
0 ^~Po
of

OQ
SEEDING MIXTURE ~
SEEDBED PREPARATION NOTE5~ SPECIES RATE (LB/ACRE) REFERENCE: BEING THE LAND OF ISS • IRON STAKE SET CLAY T. ~ DIANNE G. STRIGKLAND DE5CRIBED EIS o EXISTING IRON STAKE
TALL FESCUE 80 G 00 IN DEED BOOK q51 PAGE 158, EPK A EXI5TING PK NAIL I ~ pa F..,
I. SURFACE WATER CONTROL MEA5URE5 TO BE INSTALLED SERIGEA LESPEDEZA 20 ACCORDING TO PLAN, KOBE LESPEDEZA 10 PKS I. PK NAIL SET ~ `d"
2. AREAS TO BE SEEDED 51-IALa BE RIPPED AND SPREAD g E IN EGM p EXI5TING CONCRETE MONUMENT ~ ~ ~
WITH AVAILABLE TOPSOIL 3 DEEP, E D G NOTES' 3. LO05E ROCKS, ROOTS AND OTHER OBSTRUCTIONS SWALL i. AFTER AUGU5T 15 U5E UNSGARIFIED SERIGEA SEED. CP ~ COMPUTED POINT N PP ~ POWER POLE U. I. ~ Ila
BE REMOVED FROM TWE SURFACE SO THAT TWEY WILL 2. WWERE PERIODIC MOWING 15 PLANNED OR NEAT APPEARANCE 15 DESIRED, OMIT ED, OMIT R/W RIGHT OF WAY q, ~ 4
NOT INTERFERE WITH TWE ESTABLISHMENT AND MAINTENANCE SERIGEA AND INCREASE KOBE LESPEDEZA TO 40 LB/ACRE. RRS • RAILROAD SPIKE SET .D BER- ERR o EXISTING RAILROAD SPIKE (r ~
OF VEGETATION. SURFACE FOR FINAL SEEDBED 3. TO EXTEND SPRING SEEDING DATA INTO JUNE, ADD 15 LB/ACRE WULLED BER- PREPARATION, AT FINISWED GRADES SWOWN, SWALL BE MUDAGRA55. WOWEVER, AFTER MID-APRIL IT 15 PREFERABLE TO SEED TEMPORARY TEMPORARY PED ®PHONE PEDI5TAL ~ =j ~ ~ ~ _ _
REASONABLY SMOOTW AND UNIFORM, COVER. E .t~
4. IF NO SOIL TEST 15 TAKEN, FERTILIZER AND LIME TO NURSE PLANTS: BE ACCORDING TO SEEDING SPECIFICATIONS ABOVE. BETWEEN MAY I AND AUGU5T 15, ADD 10 LB/ACRE GERMAN MILLET OR 15LB/ACRE PROPERTY ZONED A-1 ~ IWY 4;~}~ rx r L.oOUS ~ LB/ACRE ~ _ ni f:a-I,~~'I`I- ~
IN ADDITION, PROVIDE 15 LBS,/ 1000 S,F, OF SUPER- SUDANGRA55, PRIOR TO MAY I OR AFTER AUGU5T 15 ADD 40 LB/ACRE RYE(GRAIN). RYE(GRAIN). PARCEL ID ~ 276400186547 gf~~INCr I~I~)t~F ~ MINIMUM SETBACKS FRONT 50 rv p>
PW05PHATE. SEEDING DATES: 5, IF A SOIL TEST IS TAKEN, PROVIDE FERTILIZER AND BEST P0551BLE REAR 30 ty ~
LIME ACCORDING TO 501E TEST REPORT. FALL: AUG, 25~5EPT. 15 AUG, 20-OGT, 25 SIDE 15 v: ~ h
b. FERTILIZER AND LIME SWALL BE APPLIED UNIFORMLY LATE WINTER: FEB. 15-MAR. 21 FEB,I-APR, 15 SIDE CORNER 25 I ~ ~ ~ r, ~ >VERSEEDING ~ ~ ~ P4
AND MIXED WITW TWE 501E DURING SEEDBED PREPARATION. FALL 15 BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVERSEEQING 7, ADDITIONAL EROSION CONTROL MEASURES MAY BE OF KOBE LESPEDEZA OVER FALL SEEDED FESCUE 15 VERY EFFECTIVE. ICL N
REQUIRED DEPENDING oN FIELD CONDITIONS, SOIL AMENDMENTS: V rrxs ~ " LB/ACRE ~ ~ U
8. MULCH TO BE TACKED OR MECWANICALLY 'TIED DOWN APPLY LIME AND FERTILIZER ACCARDING TO 501E TEST, OR APPLY 4,000 LB/ACRE WITHIN ?'WO DAYS AFTER MULGN 15 SPREAQ. GROUND AGRICULTURAL LIMESTONE AND I,000LB/ACRE 10-10-10 FERTILIZER, "je Z
MULGW: N
APPLY 4000 LB/ACRE GRAIN STRAW OF EQUIVALENT COVER OF ANOTWER SUITABLE MULCW, ~,NGWOR STRAW BY TACKING WITW ASPWALT, NETTING, OR ROVING OR BY SUITABLE "ORB k x Y a ~ ~
CRIMPING WITW A MULCW ANCWOR TOOL, A DISK WITW Hl_ADES 5ET NEARLY STRIGWT ,LY STRIGHT N ~ ~
CAN BE USED A5 A MULCW ANCWORING TOOL, MAINTENANCE: w- F.., ~
REFERTILIZE IN TWE SECOND YEAR UNLE55 GROWTW 15 FULL'i ADEQUATE.. MAY BE MAY BE "C7
MOWED ONCE OR TWICE A YEAR, BUT MOWING 15 NOT NECES5ARY. RESEED, FERTILIZE, AND MULCW DAMAGED AREAS IMMEDIATELY. :D, ~
cop~~htp, zooo rnvg.T~K AssaclATts, ~,A.
All Rights Resarvad. Reproducllon a uae of the content of thla donumant, or addltlons ar deletiana to tMa document,
In whale or In purl, wlthaut written com sent of CINLTEK AS50C,IATt5, R.A., la
PR9MILtITfD.

~ MAC ~'.g. ~RTk CLAY T. 8 DIANNE G. STRICKLAND
23 ~ P.B. 20 PG. 237 V~
~ D.B. 1347 PG. 535
GREEK WAS BEEN FIELQ NOTE: 50' TAR-PAMLIGO ILICO
LOCATED ON WESTERN BUFFER `CO BE PRESERVED, CREEK BANK. CENTER :RVED,
LINE OF ALLEN SPRING
BRANCH 15 PROPERTY LINE, '
: :
ALLEN SPRING BRANGW ~ ,
a ' '
P~ O
0~ ~ G , Lor 1
~e P,B, 23 PG. 93..... (9
~ ,
~ ' , , 6 Q
~ . ~ c~ ~ , ~ -,....1 ' ra
r . "TM-~-.. .
REMAINING LANQ , ~ SJ,cb, DORINDA D. NORTON,;' , y
. TO BE DEVELOPED ~#0' r~ LOT 2 I -~I ~ SEDIMENT BASIN ~
A f A I A'I TER DATF P,B. 23 PG. 93 X51 _ ~
J ~ LOt b j.... d r b ...t..... ~
r y
" ~ OT .~......r ~ tP . ~,r
,21.¢Fj~ _ APRON TO BE 'f...~~~ d . r4 ~ q ~ =I5 FEET ~ ,,..30';000 sq, ft;.. ~ ~ ~ . .I. . ~ BE ~ .r... i
~ ~ ' ET ,.1 1 ~ :ET I ~ I - 4+1$.38 ~ .
x'60, J41,37; W=8`.5~FEET ~ J .J...........6+q2 ~ CLA55 I RIP RA, NOTE TEMP. ~ ~ P ~RA,~ 1 .1 LraT 8
CUE-DE-SAQ, 1"' ~ ....30,002 ~ r _ ~ :
~ ~ r'~~~.... I . ' ~ ~
6 `'J~ 7.72r ~ C'AP TO E ~ I r' ¦b FEET ~ _ 2
~ : '3.9 FEET .
. `.y. CLASS i R RAP
J 5J,`k'1r ~Nn~ X j ~ ~ ',rte Q - . J` L4T q ,
Gp~'i g !V i l~ X (50~ P ~ ~ ~ I 30 f107 sq, ft. I
LOT 5, 1 ~ . ~ ~ 30,C>04 sq ft.; ~ - RiW I I ,
: , ~ TRACT 2 l: ~~~.A~. ~ I 7 ~ ~
..............MRS. ROMIE M. TURNER WEIRS , J ; J ~ L01'.:4 ; . P.B, I~ PG. 80 l . j 30,000 sq, Ft.; ~ • ( 18" RCP ` - - . Ft.;
_ _ ~ O~eg.~ ~ r.`i i~ 1',.. IX (GLASS I Q j 4~ . _ .
J5` ~l .mil 30 L f ~l PT 3 ' p ~ OT I ; 1 P.B, 23 PG, 93
r ` ~ ; ~
J ~ ~ J5J.c~r.'.: J o 002. g ft, I ~ : to ~ I;~ I.'' ~ - . a i ~ ~ 130;1 Ft. I
Q 6 Acres g~ ' Q.{~, I : I
~ . , ~ S ~ f.~8 1
PLEASE NOTE: J hh~"" v~ FIBER OPrlc LINE ~s~ C ter,, _ I _ ~
IJ RUNS ALONG R/W . _ _ _ . TIE LINE , rrv~ ~ >
ACROSS PROJECT ENTRANt;E. BEFORE ' W ' SI2'00'22°E INCGS MONUMENT ~ BRADLEY ~
DIGGING CALL ULOCO .2Gi7•,~f4........... IIg0.07' NAp 83 GRID COORDS.
OR UTILITY COMPANY, N = 781, 032,703
E = 2, 2(oq, 2 BLS.. . ~ TO TAR RIVER
...............................I,I MILE Illltlll/11p1! A NS' ~ ~,,u'ttut
TO S.R. 1921 GR VEL CO T SOUTH N.C. 581 ENTRANCE I 60' PUBLIC R/W) ; w~~,."F1.S1(~"r"„~ ,,~;r
L=100 ~ ~ gym,,.; o
w ~~"r a
.r° f)^~a
o ~ ` ~~,r
C
~lllryl p~d1~ ~11HItMpl~r
CONSTRUCTION SEQUENCE: drawn by:
I. OBTAIN GRADING PERMIT FROM THE NCDENR, TH LAND QUALITY SEGTION. ._._.____.__._~..m.................__.
_ BASIN DIMENSIONS SEDIMENT 2, SET UP PRE-CONSTRUCTION GONFERENGE ON-SITE WITH THE A rOVed b
EROSION CONTROL INSPECTOR TELEPHONE qlq-571-4700 RP Y ~ ) TH TO D15GUSS EROSION CONTROL MEA5URE5. ________w ~._.a.._._.._~._..._,_
q - ---WAY REQ'D FLOW STORGE DIMEN510N5 (FT) ASIN hPll_L~ N0. (L X W) VO~~ME (CFS) TOP+ BOTTOM DEPTH 3. INSTALL STONE CONSTRUCTION ENTRANCE, 51LT DIVERSION Date:
__(v..1_._._ ._._,,r_ _ ~ IG~X I _ .l~_~~"_-_.__.f~,~.. ~ _ ~~1_~ J , GENERAL NOTES: DITCHES AND SEDIMENT BA51NS. CLEAR ONLY A5 NECESSARY TO CONSTRUCT THESE MEASURES. ~"`~""2D01
IC, a _ls~__~ ~;o ~c 31.,. I. STABILIZATION 15 TWE BEST FORM OF ER051ON CONTROL. 4. GALL 919-571-4700 FOR AN ON SITE INSPECTION BY ER0510N
~ a~ atilt) Ot;~'Trl ~I^"F,~161CnlS TEMORARY SEEDING IS NECES5ARY TO ACWiEVE ER0510N CONTROL ~ IM+r,+T r~t~IZAfF AutA ON LARGE DENUDED AREAS AND ESPECIALLY WWEN SPECIFICALLY CONTROL INSPECTOR. WHEN APPROVED, BEGIN CLEARING AND Jab name:
X{ ~ ~ ~St ~ R QIJIRED AS PART OF THE CONSTRUCTION SEQUENCE SEIOWN ON E GRUBBING OF THE 51TE. TAR RIVER HILLS 5. MAINTAIN ER0510N CONTROL DEVICES AS NEEDED.
(iF ~~~tilJ• TWE PLAN. ALL GRADED SLOPES MUST BE SEEDED AND MULCWED WITHIN 30 DAYS OF COMPLETION OF GRADING. ALL REMAINING , 6. STABILIZE THE SITE AS AREAS ARE BROUGHT TO FINAL GRADE,
AREAS ARE TO BE SEEDED AND MULCWED WITWIN 120 DAYS. . 7, ALL ER0510N CONTROL MEA5URE5 SHALL BE CONSTRUCTED IN ~l ACCORDANCE WITH THE NC ER051ON AND SEDIMENT CONTROL Scale:
'~,,,~%nl~ 2. SITE AREA; 28.05 ACRES ! ~ DISTURBED AREA: PLANNING AND DESIGN MANUELS, U5 DEPT, OF AGRICULTURE, 1"-100' (H~
f_u npuTr cr er.~ _ US SOIL CONSERVATION SERVICE, ,
e?'/~ °v^ r lla16 aaa aaav vvaaaiu 501L 1Thlt- 8. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY (V)
\ ? v 4W 3. ANY LAND DISTURBING ACTIVITY GREATER THAN 5 ACERS REQUIRES COMPLIANCE WITH ALL 6~ 100 ° 50 100 200 CONDITIONS OF THE GENERAL, PERMIT TO DISCHARGE STORM WATER UNDRER THE MAINTAIL ALL EROSION CONTROL DEVICES AND STRUCTURES
< NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (PERMIT NO. NCG010000), ? TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CONTACT WITH THE CITY EROSION CONTROL INSPECTOR
ANY PERMIT NON COMPLIANCE IS A VIOLATION OF THE CLEAN WATER ACT AND C ~>l MAY REQUIRE ENFORCEMENT ACTION BY THE NORTH CAROLINA DEPARTMENT SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT
OF ENVIROMENt, HEALTH, AND NATURAL RESOURCES, IN FEET ) APPROPRIATE STAGES OF CONSTRUCTION. 1710 .
1 inch = 100 ft. f 1

a0
O
REFE ENCE: BEIN THE LAND OF ~ R G ISS • IRON STAKE SET
CLAY T. 4 DIANNE G. STRICKLAND DESCRIBED EIS o EXISTING IRON STAKE ~ I IN DEED BOOK 951 PAGE 158, EPK 9 EXISTING PK NAIL 01 ~
I~ PKS~ PK NAIL SET rn ~
ECM p EXISTING CONCRETE MONUf1ENT ~ 0
CP 0 COMPUTED POINT N PP ~Q, POWER POLE p ~
R/W RIGHT OF WAY ~a ~ p N
RRS • RAILROAD SPIKE SET o SITE ERR EXISTING RAILROAD SPIKE Q~ 3
PED ®PNONE PEDISTAL ~ z -
NWY 581 ~ FLOODS 3 ~ > CHAPEL V)
TO SPRING HOPE
~ ~ d1 _
Q ~
C ~ 0 ~ ~
P MAA NO 23 RTH d. N
P~• 93 NIT MAP NTS U . VICI
~ Z U C Z
m 3
X ~ O m
~ ~ m ~ ~
~P7~9ht 2001 gNLTEK ASSOgATES, P.A
All Rtghta Reaerwed Reproduction or uee o} Ne content of Nis doament, or addRbne ar deletlane to this doament,
In whale ar h part, without Written oon- eent of q~il1FX ASSOCIATES, P.A., b
PROHIBITED.
CLAY T. t DIANNE G. STRIGKLAND
P.B. 20 PG. 237 D.B, 1347 PG. 535
GREEK HAS BEEN FIELD LOCATED ON WESTERN 1
CREEK BANK. CENTER
LINE OF ALLEN SPRING BRANCH IS PRCWERTY
LINE. /
J . ~:SG , ka,j~~ ~
ALLEN SPRING BRANCH ~ 0
~ ~
~ . ~G
50 0 - 50 ~ I~
1 rn LOT I ~ ~ ~ ~ ^y
Q~' y - ~ - ~ ~ P.B. 23 PG. 93.:.......... ~ ~L~ O
~ ~ p
~ P l : O
• 4' .1 ~.1
~`I • - - W ~
W '=1 - - ~ 175........ ; _ ,N _
~ _~8 ~ ~ ~
_ ~ o . ~
F'1 e ^•,e a p N/F ~ I
rv ~ d, REMAINING LAND ~p _ ~q DtRINDA D. NORTON ` ~
TO BE DEVELOPED + ~ ~ AT A LATTER DATE. ~ L07 2 • P.B. 23 PG. 93
! ~ 15j r ~ 1, ~o zoo :.....1 ~
LoT 6 ~ •
h'l ~ o l S • o~! O.bq Acres m - - _l
• ~ J 1 ~_~~o ~ 1rOT' 7 • r ~ , , to ~ ! ...3EJ;000 sq, ft. 1 / . o ? 2~a
. ~ o y}6 p ` ~f 1 I- 4+18.38 I 22~ ~
' r .~'I' / 50 RAD. ! ! g , L T 8 ~'~~.I ~
~ .......~...,6+qp p7 200 ~ i ....30,002 f~1. +
~ ' S. ~ ~ op ' I :N 5+00 1 : ~ •.i ~
~ • . 00 ~ 2 .65 .
\ 4- ~ ~ ~ ; •
77`~y f. ~ . " '3+ - - 1.00 ' ~ ~ •mr? I
' S LOT 5 , 7 , ~ :21 ' ~ / 54 263 ft. ` r20 ~ ~ ~ ~ . :?13
I.24 Acres Nq R ~ m - O~p ~1~ L©T 9 I
i , ~ ~ ~ ~ ~ [`Of A 30x007 sq, f . • 15190, RI~Ar I I Q~ v
S 230 ~ S~' LOT 4 . TRACT 2 50.00-~ ~ 5545q sq, LOT 4 ~ ~ Rid \':`N 0+ . > I ; .
1.27 Acre, . ...,.MRS. RC~'11E M. TURNER HEIRS .......................?;pq~ ~ ~ 55 45 ft. ~ ~ - I ' 9 sQ, ~ ~ ll8 ~ I 1.27 Acres ~ ! , , ~ 6 ~ L - .
P.B. 19 PG. 80 ~ , I ! 'n : ~+r + • • 96.24 ~ ~ ~
\ . ° NOTE: THERE IS A R PARIAH / ' 1 LOT 3 ~441T cv . • ~ ~ LOT
50' ON EACH SIDE , ~ ' \ 2 BUFFER 40 OF INTERMITANT STREAM. ` / 130,000 ft. ! 1 ~ / p! 4 ` : P.B. 23 PG. 93
' . ~ / 3
6, p~, . • ~ r . ~ ~ ~ I I ~.aT I 6.01' l....,• ! 30, sq, ft. 130•'101 ft. I
! $ _ : 0.6q Acres I N
PLEASE NOTE J + ~ I; I - PLEASE NOTE: 151 , L ` I N 0
2 FIBER OPTIC LII 40 . RUNS ALCAJG R BER OPTIC LINE 90 ~ ~ SO ~ _ I ~ UNS ALONG R/W 6 R~ ~ ,y,,fo ~ - - - - _ 'y
ACROSS PROJEi :ROSS PROJECT W ~^tl~"" T ~ ~ TIE LINE
ENTRANCE. BEFC DIGGING CALL UL TRANCE. BEFORE ~ - - ~ ~ W SI2.00'22"E NCGS MONX MENT ~ LING CALL ULOCO I BRADLEY a'
~ OR UTILITY COMP 1190.07 NAD 83 GRID COORDS. UTILITY COMPANY. - - - _ _
GL - - L N = 781,032.703 ~ E = 2, 269, 740.582
BLI^l _ _ Riw . I.I MILE SOUTH N.C. 581 70 TAR RIVER c~ttiu~tes~~~
TO S.R. Ig21 60' PUBLIC R/W ~ CA ~~~4
~ rQ~ by L
;Q f ; sEa~
12976
r T~l PE
D. ~ K ~
• • . ~.2grbt
L ~ l Slp~f LI ICE So I t~l Drawn by.
TH
Approved by.
GENERAL NOTES: TH
I. TOTAL NUMBER PROPOSED LOTS = 9 MINIf1UM LOT SIZE =30,000 SF Date:
ZONING: A-I 8-9-2001
SETBACKS: 50' FRONT
15' SIDE, 25' SIDE CORNER 30' REAR Job name:
2. ALL CONSTRUCTION TO BE IN SUMMIT HILLS ACCORDANCE WITH NCDOT AND
NASN COUNTY SUBDIVISION ORDINANCE
STANDARDS.
3. OWNER/ DEVELOPER: Scale: MR. CLAY T. STRICKLAND 1"=100 (H)
r a n ~i.rtr cr n r~ Inen Ir•~/'rfY/U 11? T/1l rY
V V 1TV6±11" lllV 0%-,,Il VJ ILOV I IHI.CWIVIH ICVHU SPRING HOPE, NORTH CAROLINA 27882 (V)
% bb 100 0 so 100 200 400 PHONE: [phone]
~Ko 4. LINEAR FEET OF ROADWAY PROPOSED= 1,092 L.F.
L° 00 TAX AA,9 44 27680098616
0 ( IN FEET) c Sheet :NNoo. o s 2 SNAL(- NOT AcCE55 500-Id AJe 5
1 inch = 100 ft- ~ L1
1 f

O
LEGEND ~ REFERENCE: BEING TFJE LAND OF ISS • IRON STAKE SET ~
CLAY T. ~ DIANNE G. STRICKLAND DESCRIBED EIS o EXISTING IRON STAKE ~ I IN DEED BOOK 951 PAGE 158. EPK A EXISTING PK NAIL ~ ~
f~ PKS 1 PK NAIL SET rn ~
ECM 0 EXISTING CONCRETE MONUMENT V1 ~ ^
CP 0 COMPUTED POINT N
PP POWER POLE ~ to R/W RIGHT Of WAY ~a ~ p N
RRS • RAILROAD SPIKE SET T SITE
ERR o EXISTING RAILROAD SPIKE 4 3 PED ®P~IONE PEDISTAL ~ z
NWY 581 ~ FLOODS 3 ~ W CHAPEL V!
TO SPRING HOPE ~
4' ~ 01 ~ ~
Q ~ ~ ~ ~
r.r..~ 0 r ~ ~ ~
P MAP N 4. N
?3 ORTN PG• 93 MAP NTS U N TY VICI I Z~
. Z
m 3
X 3 ~ m
~ ~ N m
1~ -p
.p
Cop}right 2001
pNLffK ASSOgAIES, P.A All Rights Raaenad Repraduttlan a use
of the content of this doament, ar addftbne a ddetlone to this document,
in whole ar In part, without written tan- eent of CJNLIEK ASSOgAIES, P.A., h
PROHI&TFD.
CLAY T. 4 DIANNE G. STRICKLAND
P.B. 20 PG. 237
D.B. 1347 PG. 535
CREEK NAS BEEN FIELD
LOCATED ON WESTERN CREEK BANK. CENTER
LINE OF ALLEN SPRING V
BRANCH IS PROPERTY LINE.
1 ~ ~ N
_ O
ALLEN SF BRANCH • ~.1
a > , ~y ~
~ ~ q
0 ~ r ~ ~ p LOT I
N P.B. 23 PG. 93..• O
Q~ ~ _ _ • O
w~ P O
r 1 ~
• .1 W W ~ - - ~
~ ~ 175 , _ ~ ~
1 185 18 I ~ ~
r~ r~ a ~j O
~:s
' ~q0 INDA D. NORTON ( 151. , • DOR 90 L07 2 ~
. INNG B. 23 PG. 93 I P• ~ W
D . 151. , I ~ . ~ ~ 200 ~ l
a 1 L LOT 6 .......1... 1 ` , \ to ~
~ ~ ~ 30 0( . ~ ..~1~ , ~ 0.6q Acres, ~ m -
. _ ~ s NOTE TEMP. a~ LOT 7 1 ••r..... ~ ~ ~ . ' \ 10 ~ ,..3E7;000 5Q, ft. ~ ~ 2 .
' CUL-DE-SAC ~X- ~ ?00 C C 1..o Q i q. ~ 0 ,f I - 4+18.88 t 22 ~
6* F F ~ 1 t
200 ~ >T~ "•30,002 f!!. _ v
o 5+A'j ~ i : ~ •i ~
~ ~ ~ 5+~ S. 4+ ~ ~ ~ '•ta l r 2 ~ •
~ ` ~ . . ' ~/O J,'~ / ~ / vp ~ s 2 .65;
t ' 3+ t
LOT 5 ~ . ~ 13,• S _ :213,?3, A ~ + I + T I - - _ ~ • NN _ Qo ~ 1 m
54 263 Ft. ~ 20 ~ 0 ~ , ~ , ~ ' ' L24 Acres . . I i - ~
S , ` ~ 151.g0f RiVgT I I
23 p\ • ~ LOT 4 ~ ~ ~l y 0+ : > I ' I 7 od' -
TRACT 2 / ~ 55, 459 sq, ft. .........................412.0 ~ 55,459 sq, ft. `,.118. OC P~ I . 1.27 Acres i I , , 6 L _ - - - •
' ...,,MRS. ROMIE M. TURNER HEIRS . ~ 4 ~ . P.B. 19 PG. 80 ~ ;
`'d I LDT 3 ~ ~44tT cv OT I
° NOTE THERE IS A R PARIAH / . ~ ~ BUFFER 50 ON EAGN SIDE , \ ~ J 30,000 ft. 1 ~ ~ p ~ . ~''1 P.B. 23 PG. 93
4o OF INTERMITANT STREAM. ` / . ~1 ~ I T . ~ L 2`•. I
/ • 316 0j~ 7j' 1..• 130, sq, ft. ~ 130 tl01 ft. I to
• ~ , ~ ` $ _ . 0.6q Acres i ~
. PLEASE NOTE ~ + J I: ~ I rri ,EASE NOTE: 15j ~ ~ . o
FIBER OPTIC LINE :R OPTIC LINE ~ ~ `L 50 _ I , .
240 RUNS ALONG R/W ACROSS PROJECT S ALONG R/W R~ ~ ~ - - - _ _ J ~ 055 PROJECT 6836r ~ T : 'parr TIE LINE NCGS MONUMENT ~
ENTRANCE. BEFOR! :ANCE. BEFORE ' R/W - - - ~ ~ l W 512'00'22"E "BRADLEY" ~
DIGGING GALL ULOC ~ OR UTILITY COMPAP ~G CALL ULOCO 1190.0T NAD 83 GRID COORDS. 'ILITY COMPANY. - - - _ _ N = 781 032.703
CL o CL E = 2 269 740.582 ~ ~
• BLr4„ _ _ Riw
i.l MILE I ~~~i~uuttrgr SOUTH N.C. 58 TO TAR RIVER GAR r'4 TO S.R. 1921 (60 PUBLIC R/W) ~N 0~~
p? . 'L
•O ti • :Q' 9~:
:Q SEAL
12976
-T'• ~ ~c'~i: .G E i
~ T•I PE
- ~o~ K ~
~ l Slp~! ~,I NE sO~L Drawn b , Y
TH
Approved by.
~FNERAL NOTES: TH
I. TOTAL NUMBER PROPOSED LOTS = 9 MINIMUM LOT SIZE =30,000 SF Date:
ZONING= A-I 8-9-2001
SETBACKS: 50' FRONT 15' SIDE, 25' SIDE CORNER
30' REAR Job name:
2. ALL CONSTRUCTION TO BE IN SUMMIT HILLS ACCORDANCE WITH NCDOT AND
NASN COUNTY SUBDIVISION ORDINANCE
STANDARDS. ~1
3. OWNER/ DEVELOPER; Scale: MR. CLAY T. STRiCKLAND 1"=100' (H)
1280 MACEDONIA ROAD
„ GRAPHIC SCALE SPRING HOPE, NORTH CAROLINA 27882 (V)
v v PHONE: [phone]
1~ % bo 100 0 50 100 200 400 4. LINEAR FEET OF ROADWAY PROPOSED= 1,092 L.F.
5, TAX MRS 44 27680-0176161 Sheet No.
r eo ~I 5 1 t 2 SNkL(- NOT QCCE55 500Zt-1 AjC 5 ro. L61
e (IN FEET ) f 1 inch = 100 1t.
1 of

00
O
1.E~N~ rn REFERENCE; BEING THE LAND OF ISS • IRON STAKE SET
CLAY T. ~ DIANNE G. STRICKLAND DESCRIBED o IS IN IRON STAKE [ I I 158 EIS EX T G ~ pp
IN DEED BOOK q5 PAGE EPK A CXISTING PK NAIL f~ PKS,• PK NAIL SET m ~
ECM o EXISTING CONCRETE MONUMENT ~ o
CP 0 COMPUTED POINT N
PP ~U, POWER POLE Q r [ N R/W RIGHT OF WAY ~ 6 ~ ~
RRS • RAILROAD SPIKE SET w ~ ~ .y
ERR o EXISTING RAILROAD SPIKE ~r S TC PED ®PNONE PEDISTAL _ - ~ ~
f NWY 58i ~ FLOODS ~ W CHAPEL
TO SPRING HOPE ~ nl ~ W ~
~ ~ ~ Q ~ [ I' [ ~
~ 0 r ~ - ~ ~
p MAp N d N
.g, ~ ORru PG, ~ P NTS U MA NITY VICI ~ Z U
[ Z
m> 3
L X 3 ~ C1
(n ~ N w- m
~ ~
~wxh~t~, zoo4 gY%.TEN ASSOCATES, P.A. All Rlghie Reserved. Reproductbn a uea
of the content o} this doament, a additions a ddeibns to this document,
in while a in part, without wr(tten con- sent of gNL1EK ASSOCIATES P.A., fs
PROHIBITID.
CLAY T. t DIANNE G. STRIGKLAND P.B. 20 PG. 237
D.B. 1347 PG. 535
GREEK NAS BEEN FIELD
LOCATED ON WESTERN GREEK BANK. CENTER
LINE OF ALLEN SPRING
BRANCH IS PROPERTY ~ ` i ~ O
LINE. • ~ ~ N
• O
ALLEN SPRING BRANCH , C`~
~G : o q
50 • ~ ~
~ LOT I „N N P.S. 23 PG. q3..•••'"• ~ O
e~ 1 ~ _ ~ . ~ O

P`' ~ '''1 ,J I - ~ ~
...~~I w ~ - - ~ _ ,N
175 . ; . - - . ~
~ q ~ .......185 18 ~I •
~ O ~
• I I N/F •
~ . 111J ~ _ 151, IS IqQ .DGRINDA D. NORTOf~ . LOT 2 1.qr I
REMAINING LAND Iq0 • ' TO BE DEVELOPED • P.B. 23 PG. q3 1
3 ~ ' AT A LATTER r~r ~ ~ w !
• ~ I m ..r~ ~
~ ~ . ~ • h'1••~., ~ fE. r ~ , , _ ~ • ,ores , ( ~ : • •
~ti~
NOTE TEMP. ~j' / r.~ • GUL-DE-SAG ~ 200 ~ ~ ~ ••.30;000 sq, ft. / ! ~ 0 2~ . n(.•• u+
~ ~ / g+~ ~ / I - 4 18.38 , 2
00 1 L T 8 ••.I g f ! ':•J / .1....30 002 ftl. + 0'/ • , _ ~
~ ~ ' ~ ~ : 1 f': N .f I
S b ~ ~ ! I : •9~ ~ 2 I
~ ~ ~ ~ 4+pp ~ ~ 2 .65 : ~ .
~ ~1. 3~.0 ::~.r- - I.00' I:::
. ~ LOT 5 ~ , ~ ~ ,7f3 ~ ;713.? , ~ + I + • • I - 3 q
54 263 ft. ~ 20 , NH _ 00 ~3. I m . .
coo ~ \ ~ , ;~i ~ I _
~ ~ 0 ~ ~ . LOT 4 ~ . - 151, : , R1V I I ~o ~r~ . QI~ LOT 4 ~ ~ . • >?iW \~1- : > I : I
~ ~ 50.00 ~ ~ ~ 55, 459 sq, ft. ~ TRACT 2 ~ .............12; , ~ 7 00'• -
' MRS. ROMIE M. TURNER HEIRS ' 04 ; 27 Acres : r e ~ ~ , ~ - - - - J . • I
, P.B. 19 PG. 80 ! I LOT 3 / T I N • •
o / NOTE. THERE IS A R PARIAH LOT 30,,400 ft. / _ I ~ A ~ • . P.B. 23 PG. q3 ~ •
2 BUFFER 50 ON EACH SIDE ~ ~ ` 4o OF INTERMITANT STREAM. ~ ~ / I r uoil ~ I I
3 6 p ~ ~ r J l•~ ~ ~l o `ft. I - : a~r I-F7T I I _ .
. • • 3 , ~ I 130; d01 sq, f t. I In . r m I ~'O.6q Acres I
PLEASE NOTE _ / I + ~ I• • to I E NOTE 151 ~ ~ .
FIBER OPTIC LINE PTIC LINE ~ ~ _ ~ o
24o RUNS ALONG R/W ACROSS PROJECT ~ LONG R/W R~ ~ ,o,ntr ~ - - - - - OJ CT 68 36, ~ -r , r TIE UNE NCGS MONUMENT ~ PR E R/W _ - - - . ' R/W 512 00 22 E "BRADLEY" ~
ENTRANCE. BEFORE E. BEFORE ' - IIg0,0T NA 83 GRID COORDS.
DIGGING GALL ULOGO ;ALL ULOCO D
OR UTILITY COMPANY. Y COMPANY. - - - - - _ N = 781, 032.703 CL o CL E = 2,26q,740.582
BL~L _ _ Riw ,,,tutu trap,,
i.l MILE SOUTH N.C. 581 TO TAR RIVER ~ FARO TO S.R. Ig21 (60 PUBLIC R/W)
~ ~ ESS! ~
Z;•O~C 02.9 2' 9 .
SEAL ~
12976
-,G E ,
~ .
= 50~ T~ t' K ~ 6e
~ ~ .2q, pl
SIo~1 LI ~E' So I ~ t7f ~ ~ Drawn b . Y
TH
Approved by.
~ FNER.AL NOTES TH
I. TOTAL NUMBER PROPOSED LOTS = q
MINIMUM LOT SIZE = 30,000 SF Date: ZONING A-I 8-9-2001
SETBACKS; 50' FRONT
I5' SIDE, 25' SIDE CORNER Job name: 30' REAR
2. ALL CONSTRUCTION TD BE IN SUMMIT HILLS
ACCORDANCE WITH NCDOT AND NA51-I COUNTI' SUBDIVISION ORDINANCE
STANDARDS.
3. OWNER/ DEVELOPER: Scale: MR_ CLAY T^ STRICKLAND 1"=100' (H)

U 12W MA(.tUUNIA KUAU V) ~
GRAPHIC SCALE SPRING HOPE, NORTH CAROLINA 27882 (PHONE: [phone]
bb 100 0 50 100 200 400 4. LINEAR FEET OF ROADWAY PROPOSED= 1,092 L.F.
9K, TAY, MRP 27G8oo9 a6f 6I Sheet No.
~ ®0 NOT Access 500-ft( ,Je ~b1 s I ~ 2 SNA~~
0 ( IN FEET }
r 1 inch = 100 ft. 1 of

O
Qy REFERENCE: EEiyG ;+~E :~.ND GE ~
C~'.7 T. ~ DIANNE G. S~TciCK~.ti~ DESCRV3ED iSS i2? _ .G- C I
EIS o ESC, ~-i`~~ S-AKE o0 IN DEED ESOOK cc P>t.G= 158. Q r
m
ECM p ~i~-'"~+= :..'*rC~ E '~IONUt~1ENT ~ ~ 0 ~
PP ~ =J,~~~c r c N
ERR a ~~S . R..~ <<CAD SPIKE _ _ ~ ~ ~ ~ 3 _ _ ~ I _
FLC" - 3
_ _ ~ ~ _
n, ~ W
~ ~4L~ : r.~ r1A ~ r tr,
p•F. P NOR 23 p Tu - c tr. ~ ~ r\ r
0'' 93 P..~ ~ rn
T U -
NIAP ~S TY VICII~ I Z~ s ~ -
7 Z m 3
X
~ O ~
~ ~ v
r Z Z
i
~.4,e®, zool
' ,~9 ur:s Reserved. F-.a~o:ctior z .s o' =-a content of thR d~"-P'~~- s
~-~e a ddetbne x ~~-s" j ~ rse a In part i:-a:: rrl;-r
! p11L7EK ASST'-F--`-. F!- i ~TID.
i
CLAY T. ~ DIANNE G S c. • 5 J
P.B. 20 P D,B. 1347
/ I ~
i r
=T==<- -^-5 BEET; FIELD --=11--=:~ O'J WESTERN
~ 3~!~:+C. CENTER
~ t.L' EN SPRING = i S PROPERTY t
` N
~ ~
ALLEN SPRING- L - _ ~ C
G~ . c~
n V1
C~ ~
~e _ ~ o r to i~
. ~
_ ~=R'; ~ O N r Pr. 03 , `''a
1 < . ~ , ~
~ ~ .
W ~
_ _ _ _

~ - ~ ~ C
_ - ~ t 11I~ -
e - - ~ 9p ~ I y' `JG LAND - - , N. -
D-VE~OPED i ~ I .i - p L-~ ~ I
. ~ OTTER DATE. R ~ , .r_ ~ U ~ ` - ~
~ • • ~ ~ i7 ~ ~ ~ -~r
. ~ _ ~ ~ 3 _ _ _ 1 ftl
s _ ~ ~i~ • - ~ ~ r -mac c~~ /mix- ~ ~ lei...... i n~ L~/r ~ _ _ J tJ1 - _
- _ /6i-gp ~ 'n 34 OOr x ~ o ~
_ . 2c:, ~ ~ - ~ 21 ~ 6f ~ C7 ~ - 4+t ~ 83a _ I ~O' RAJ.
Ob ~ _ g 8 l 3G, 002 ft;. + -
,,R - ~ J
` _ - - _ ~ / -
- ~ , - - ~ 4~0 / r-- - / .
` _ _ ~ 3+ 3+ f'\ - - I '
~ ~ ~ ~ ?3
_ - ~ : _ Alq ~ ~ Roi RO'`ti.r _ _ ai c
~ ~ , ~ - ~ ~ 2 %
MRS. R~ E TURNER HEIRS _ -
_ t+cr-~ i~8.6
~ ~ o e
NOTE: THERE I i = FT ~ S A R P . 9 ~ ~ LO7 ~T~ +l ~ ,96.2E, LOT 3 ry ; _
BUFFER 50' ON EACI~ S~ D= ~ 30,40 OF INTERt'11TANT STR~,"- - ~ ~ ~ , 0.69 Q _ Fem. ~ 3-
~ ~ I_ ~ 2 O 1
3i~ O, ` - - V _ ~0, sq, it. c0 -
m ~ ~ o x-,. _ _ 7. ti Aces Q'
~ - s,. =1~_~c ~ _ u~ q0. _ c
~L~~.~ e~.~ S0
AC-<~S =R;JSCT _ =t ,q-T'~r+'aE '~c--"~ E - TIE LINE
- - R/W 51700`22 E . J;,~~~-1-~ ~
_ .....J li"C L ~ W 1=ht \ I ~ 1190.07` ~:A.~ 83 GRID COORDS.
w - - - - - - - P. = 751,032.703 _ ~ o CL t_ 2, 2aG ~ 740.582
~ ~ ~ tttuutttrr
_r-= _ - SOUTH N.G. 5~ -C -A.R RIVER CA r4,~ t 142 C~ Ptr~uc R,r~.; 1N
Q, ~
:'cF~` 9
SE,-L -
129_0
f> -
G-awn by.
TH
Aaproved by. *TH
--A- tiJMBER PROPOSED LC-S =
LOT 51ZE = 30,000!5i- Gate:
8-9-2001 v _ ' ~CS 50' FZO'J-
15' SIDE, 25' S' D= „a name:
30 R....AR 2 ~-57RUCTION TO BE N sJMMIT HILLS
-*.,'E WIT+a NCDOT A~., '
GRAPHIC C ALE `~=.Ea-- J'J~TY 51~$DIVISIJN GrcD'.`.n.'r!CE 7- ARC`5. FS
ix c so , x ax 7al '•.'c/ DEVELOPER-
sac ~R 5TRICKLA` D 100' t - 2S~ " E_-OhIA ROAD
:E~=-R_"vG! -40r >E, NORTH CAROL.'~A 27&32
2-2-478-5127 -'-EAR "EET OF ROAFY.4AT Dc-'2
1 inch = ix ft_
S ~ ,eet No.
< 2 SH zL NGT
- 4 of

O
01
~ J~GEND I
REFERENCE: BEING THE LAND OF ISS • IRON STAKE SET C pp
T. d DIANNE G. STRICKLAND DESCRIBED EIS o EXISTING IRON STAKE p1 ~ CLAY ~ et IN DEED BOOK 951 PAGE 158. EPK A EXISTING PK NAIL N
PKS 0 PK NAIL SET ~ ~
ECM p EXISTING CONCRETE MONUMENT N CP 4 COMPUTED POINT ~ N
PP POWER POLE p' r 0 N .N
R/W RIGHT Of WAY ~ ~ RRS • RAILROAD SPIKE SET S ~ ~ 3
ERR o EXISTING RAILROAD SPIKE \p =
PED ®PHONE PEDISTAL ~ ~
FLOODS ~ ~ _ NWY 581 ~ CHAPEL ~
TO SPRING HOPE ~ ~ ~ ~
C r
~ ~ ~ ~ ~ N
p i~ ~ d ~ N
U
P NTS rn A T Z~ I N I C VI . r.e,
P MAP N .B. ?3 ORr~ Z
PG• 93 m 3 L X
~ O m ~ ~ N
m
~ ~
rAPx~tp, zool
gNLTEK ASSOCIATES, P.A All Rtghte Reserved. Reproductlan a uee
of the content o1 thfs document, or additlone or ddetlone to this document,
In WhOie 7 III Port. Without Nfitten CM- sent of gNLTEIf ASSOCATES, P.A., la PROHIBITED.
CLAY T. 4 DIANNE G. STRIGKLAND
p.8. 20 PG. 237
D.B. 1347 PG. 535
GREEK HAS BEEN FIELD LOCATED ON WESTERN
GREEK BANK. CENTER ~ O
LINE OF ALLEN SPRING BRANCN 15 PROPERTY / \ ~ ~ ~ / N
LINE. vl
N BERING BRANCN ' ~"1 ~ J . V ' 1
ALLE . ~ ~ o
, ~ ~
~ 50 50 ~ LoT I ~ : ~ 0
- . cw P.B. 23 PG. 93....' ~ ~ O . t ~
~ , 1~ ~ 3 '
Q _ J ~ ~ w
~ ~
~ ~1..~•'''~ - _ ~ r - ~ ~
• 175 ,.••.'^'1 ~ ~1
1 '~1 18 I f1~ 0
h ~ , I
e , DORINDA D. NORTON
e lq~ I _ LOT 2 -Iq0 151,c~,
- _ NING LAND Iq0 REMAI ' P.B. 23 PG. 93 I
.r` TO BE DEVELOPED 1 ~ • 15 20o N
_ • AT A LATTER D { 3 ~I C S • V~ r- ~ , Y
e ~ ~ 30,000 fE. ~ ~ ~ ` m . ~1 ~
- ~;1 . ~ p bq Acres. 1 ~.4~' .7... • ~ , \ \ o ` 2 p
~D"I"E~ TEMP. I ,.30"000 sq, ft. ~ I ~ 1 1 _ 4+18.3a
.s~"". ~ GUL-DE-SAG ~ 2ao W + .
"l p-' .34,002 ft1. •
200
r~.''I 3 ono ~ ~ ~ ~ .
°s. " ~ ~ ` ~4+n. nom.. ~ I ~ / rr-,
• • - - - 1.00' li 9+ ~ ~ 181 I

' LOT 5 ' ~ • F~ ,S ~ 26~ ft. n20 ~ I ~ , .F-~ . 23 ANNq _ - Lf~7 9 I ROq~ ~
L 4 cres ~ ...r... / I 30.©07 f . I ~ ~ ~ 151, . . RIVA QI
~ ~ ~S ° ~ •r /
• ~ ~ ~ ' / ~ 55 45 i/ LOT 4 ~ , W 55, 459 scL f i .6 L - - - - J . _
o 41?. 4, ~ , ~ r 1.2~ ` TRACT 2 0 ~ :'j o 1 e ~ 9b.24 ~
f1RS. ROMIE M. TURNER HEIRS 1 ~ 146(1 wHr ~ N : • ~ - - - - - - ` ~ LOT i 1 LOT 3 f 1 ~
P.B. 19 PG. 80 r ~ . / . ~ P.B. 23 PG. 93 1 3Q,000 ft, ~ o d I I
o NOTE THE! ~ A R PARIAN y BUFFER r, N EACH SIDE 1 ~ r 1 O-
INTER ANT STREAM. : ~ / . • . ~4p . 16, , ~ 1 ~1 30 sq, ft. I 130 ~t~01 ft. I in 3160, 1 ...I ~ r I I ~ I ~ iri
I . 1 ' ~ ~'j L... ~ m ~ in c •
' r5r.ga::~• ~ I
PLEASE FIBER OP PLEASE NOTE: . 50 N IC LINE - - - ~ - - - - - J I LINE NT a~i T FIBER OPT 6 R~¢~ ~ T NCGS MONUME
240 RUNS AL( RUNS ALONG R/W 8.36, ,K,rr I SI2'00'22"E "BRADLEY" ~
AGR055 1 GR055 PROJECT R/W _ ~ W A - 07' NAD 83 GRID COORDS. NCE. BEFORE . I 2 1190. -
ENTRANCE DIGGING C~ ENTRA N _ 781, 032.703 DIGGING CALL ULOGO _ _ _ - E = 2,269,740.582
~ OR UTILITY OR UTILITY COMPANY. CL - CL 1 O ~~tlllltttft!
H N.G. 581 TO TAR RIVER Ll MILE SOOT • , ti ' ' UBLIC R/W I 60 P ~ ES S! •.9 TO S.R. 192
~ ; pF Oti Q- 9 L
SEAL
76 129
K
p. G. T~(PE 1
L ~I~tS10+~ ~ Drawn by. soi
TH
Approved by.
TH
<FNFR ~ PROPOSED LOTS = 9 I. TOTAL NUMBER - SF Date:
MINIMUM LOT SIZE -30,000 - -2001
ZONING: A-i 8 9 SETBACKS: 50' FRONT I RNER
15' SIDE, 25 SIDE CO Job name:
30' REAR 0 BE IN SUMMIT HILLS 2. ALL CONSTRUCTION T
ACCORDANCE WITH NCDOT AND
HASH COUNTY SUBDIVISION ORDINANCE STANDARDS, Scale:
3. OWNER/ DEVELOPER: 1"=100 (H)
MR. CLAY T. STRICKLAND 1280 MACEDONIA ROAD (V)
SPRING HOPE, NORTH CAROLINA 27882
PHONE [phone] OSED= 1092 L.F.
.rr~r~rrT/', CrATLr 4. LINEAR FEET OF ROADWAY PROP ,
U v Un~,rnl~ ~,jlrtlLL'
200 400 TPY- AA,9 14 27680oQ-96161 59 Sheet No.
~ bb too o so too 5 I 2 5HkL(- NOT ACCESS SD ~ ~a1
of
a 44 0G ( IN F'EE'L' )
F 1 inch = 100 ft

_n` SEEDBED PREFAB SEEDING MIXTURE ATION NOTES: sPECIEs O
_ w (s MIN.) TALL FESCU RATE (LB/ACRE) roP or BERM I. SURFACE WATER CONTR E ~ REFERENCE: BEIN TN LAN ~ LEGEND Q~ G E D OF 155 • IRON STAKE SET
I' FREEROARp (MIN.) OL MEASURES TO BE INSTALLED SERICEA LESPEDEZA 20 ACCORDING TO PLAN. oeseN NIcN warER 2. AREAS TO BE SE KOBE LESPEDEZA IO CLAY T. ~ DIANNE G. STRICKLAND DESCRIBED ~ I IN DEED BOOK 951 PAGE 158, EIS o EXISTING IRON STAKE ~
so,tEwar cRESr r (MIN) EDED SHALL BE RIPPED AND SPREAD ~ ,s• WI1"N AVAILABLE TOPSOIL 3" DEEP. EPK ® EXISTING PK NAIL I ' ~ r - PKS ~ PK NAIL SET cn ~t
uAxlMUU lEVEI of sEwMENr ' SEEDING NOTES: (aEAN aaslN our w N r ua~c J ~ 3. LOOSE ROC KS, ROOTS AND OTHER OBSTRUCTIONS SHALL I, AFTER AUGUST I ECM 0 EXISTING CONCRETE MONUMENT ~ ~ ^
n+ls LEVEL REACNEO~ auN our sraKE .r ~s wasNEO sro„E - - BE REMOVED FROM 5 USE UNSCARIFIED SERICEA SEED N.s ~ ~ ; e~ MA>< THE SURFACE SO THAT THEY WILL 2, WHERE PERIODIC MOWING IS PLA CP s COMPUTED POINT N
_ = NOT INTERFERE WITH THE ESTABLISHMENT AND MAI NNED OR NEAT APPEARANCE IS DESIRED, OMIZ - _ z= iz _ _ OF VEGETATION, SURFACE FOR FINALS NTENANCE SERICEA AND INCREASE KOBE LESPEDEZA TO 40 LB/ACRE. :SIRED PP POWER POLE ~ N OMIT R/W RIGHT OF WAY C'; I r p N ~ ~ ~
- - - - PREPARATION AT FINISHED EEDBED 3. TO EXTEND SPRING SEEDING DATA INTO JUNE ADD 15 LB/ACRE NULLED BER- JLLED BER- RRS • RAILROAD SPIKE SET r~' ~ T ~
REASONABLY SM GRADES SHOWN, SHALL BE MUDAGRASS. HOWEVER, AFTER MID-APRIL IT IS PR OOTN AND UNIFORM. EFERABLE TO SEED TEMPORp ~„,R 4. IF NU SOIL TEST IS TAKEN COVER. ERR o EXISTING RAILROAD SPIKE I ED TEMPORARY PED ® PHONE PEDISTAL 3 ~
sECnoN THRO~~ N BE ACCORDING TO r FERTILIZER AND LIME TO NURSE PLANTS: SEEDING SPECIFICATIONS ABOVE. BETWEEN MAY I AND AUGUST 15 AD I _ ~
IN ADDITION, PROVIDE 15 LBS./ ID00 S.F. OF SUPER- SUDAN . D 0 LB/ACRE GERMAN MILLET OR 15LB/ACRE e PHC~SPHATE. GRASS. PRIOR TO MAY I OR AFTER AUGUST 15 ADD /A ~ 15LB/ACRE PROPERTY ZONED A-1 ~~Y 58i ; ~ I F<_OOv~ 3
SEEDING DATES: ~ ~ CRE RYE(GRA s• cuss . 5. IF A SOIL TEST IS TAKEN caaRr PoP Rao ~P ,PROVIDE FERTILIZER AND BEST RE RYE(GRAIN). PARCEL ID # 2764Q0186547 ~ W ~~AFF- ~ =PRINu -TOPE ~
I I t:o' MINI RIP Rao LIME ACCORDING TO 501E TEST R POSSIBLE ~ 1 I ~ / ~M Blocs of solLlwar-~_ 6. FERTILIZE EPORT. FALL: AUG. 25-SEPT. 15 MINIMUM SETBACKS FRONT 50 - rr ~ ~ REAR 30 ~ C ~
R AND LIME SHALL BE APPLIED UNIF AUG. 20-OGT. 25 ~ ~ ~ ~ sILrFENCE fir- s ANC MIXED WITH THE ORMLY LATE WINTER: FEB. 15-MAR. 21 FEB.I-AP I SOIL DURING SEEDBED PREPARATION. FALL IS BEST FOR TALL FESCUE AND R. 5 \ EE BASIN sECnoN ABA 7. ADDITIONAL ER I LATE WIN SIDE 15 Q ~
I ~ y \ ~ R OS ON CONTROL MEASURES MAY BE OF KOBE LESPEDEZA OVER A TER FOR LESPEDEZAS. OVERSEEI SIDE CORNER 25 C ~ OVERSEEDING Q t~ t\
EQJIRED DEPENDING ON FIELD CONDITIONS. F LL SEEDED FESCUE IS VERY EFFECTIVE. 8. MULCH SOIL AMENDMENTS: I ~ ~rH e ~ sraBauE ouncr olrcN ro N TO BE TACKED OR MECHANICALLY TIED DOWN APPLY LIME AND FE TI I ER4 ~\~E~p Of DISfURBEp AREA +5 WASHED S10NE WI R L Z A ' ~ d. ~ N
THIN TWO DAYS AFTER MULCH IS SPREAD ~ GCORDING TO SOIL TEST, OR APPLY 4,000 LB/ACRI / (arERlu soECIFIEO e~ ENCINEERI . GROUND AGRICULTURAL LIMESTON _ _ 000 LB/ACRE 1T I Y S V ICIN T MAP ~
_ E AND I,000LB/ACRE 10 10 10 FERTILIZER. ~r~~ o MULCH: IZER. ~ Z U . C
~R rcti APPLY 4,000 LB/ACRE GRAIN STRAW OF EQUIVALENT COVER OF ANOTHER SUITABL slcr FENCE MULCH. ANCHOR STRAW EiY TACKING WITH ASPHALT E z aER SUITABLE S DEMENT BASIN DESIGN DATA SHEET _ m 3
x MIN.) CRIMPING WITH A MULCH ANCHO ,NETTING, OR ROVING OR BY R TOOL. A DISK WITH BLADES SET NEARLY STRIC VING OR BY Sediment Disturbed Drainage Storage ~ Storage Storage Size mid Size bot Size to Q10 Weir L x
E~EVAno___.__N ~~RU ANO FlI jig CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE: EARLY STRIGHT Basin Area AC Area AC Re uired ;Provided' De ft L W L W ~ ~ ~ 1 1 L W cfs Len th ft N rn~
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE .25 1.25 2250 2280 3 19 40 13 34 33 54 3.52 1.17 P 2 1.45 1.45 2610 2640 2.5 22 48 17 43 35 6 ~ ~
MOWED ONCE OR TWICE A YEAR, BUT MOWING IS NOT NECESSARY. RESEED, RIP RAPS FERTILIZE AND M TE. MAY BE 1 4.08 i.36 SEED, 3 1.39 1.39 2502 2520 3 20 42 14 36 34 56 3.91 1.30 -
EDIMENT BAST ULCN DAMAGED AREAS IMMEDIATELY. N - ~
-
FORMULAS USED: _ -
Sediment Storage Required =18000.F. x Disturbed Area (AC) CopNight®, tow
Sediment Stora e Provided =Len th at mid Int x Width at mid int x De th N;"R9 t°AR~e~ ~,_tlon a ~u 9 9 ( Po ) ( Pa ) P of the content o! t`.s doc„ment, a
4 Q10 = ciA; A =Drainage area to basin ~alu«,° or d°I°t~= t° eoament Weir: Qweir - eLH312 "h0~0 I°'°` - sent of gNLTIX ASSJ7AlE5, P.A., Ie
iri2gilBIIEO. ......-.-~i3
~ r~~~~~ P MAp M
23 ORrN pG, 93 CLAY T• ~ DIANNE G. STRICKLAND
P,H. 20 PG. 237
D.B. 1347 PG. 535
CREEK NAS BEEN FIELD ~ NOTE: 50 TAR-PAMLIGO AMLIGO . -
LOCATED ON WESTERN BUFFER TO BE PRESERVED A5 GREEK BANK. CENTER :SERVED ~ UNDISN
LINE OF ALLEN SPRING
BRANCH IS PROPERTY LINE. _
N : _
: . - ,gym ~
ALLEN SPRING BRANCH ~ - - - _ - , ,
~O t~
0 ~(a . ~ ~
. ~ r ~ - - r o V SD ~ ~ ` . V
. ~ z.~- - Lot I _R..,~ - ~
F ~ - . P ~ P.B. 23 PG. 93,.... ~ O
~ 0
. O
P ~ .1....... P W ~ ~I 1~-p o - - 1715 - ~paN Mt :SIN u- ~ ~ ~ 3~f ~
_ ~ S~Dt ~tJT - _ 25 .
+ ~ IF? o .L~ ~ is . , t~ t~ . ~ W 80~ ~ ~ I
- - ~ W ~ $ , S ~ . } _
I .._f ~S/ • rUF ~ q ~ ,S! ~ ..............qp..........•. I
•~r~ .~r r~ t~V/C f r .•DORINDA D. NORTON; ~ : ' '
' LCT 2 54.T t~1~ P.B. 2:. PG. 93
/ LOT 6 ' 1 • ~ l.qp'. OT 6 ~ \ , • • 200 ~
~ RIP f~bP G ~ - ~ ~ ,ppp.. .~•ft. ~ 2Jgg 176M~.r.......~ -1.5 b.. .~•ft. r ~ ~ 5rt,r ~IOIJ ti I , ~ r 1 ............1211 ~ I
•24'. ,..J... ~ - o ~OT'7 .•.7-lr.... ; DIfG+I ~'F~~ - T.. ~ , Ln
(~rp 6 PI~cFS t • ....30;000 sq, ft,...... 1 ~ ~ ~ , ~ 210....... a...... ti •
~ o. ~ 1 =200............. 4 , ~ ~ sit-r b~ ~ ~ ~ 1 _ „~0.. sr~ bf ~ ~ 4+IS.38 L I
• • NOTf TEMP. ~ I • . ~ .b LF3T 8 •
- I
ILT l... J I N ~ I I -
C'O ~ 7 E of S. 3 . 4f~ L APRON TO BE _
~frlE;f...... . ~ 313 o ~ , ~ y - ~ ~ 09.65' : • I L-6 FEET 3 f ~ W=3.9 FEET' _ _
OT 5 C r ~ CLASS I RIP RAP ~ r - - I ' ~ + .00 I;
. ~ . " r'
/ ~ O R, j / '
~ \ Q ~ \ fr TRACT 2 LOT 4 . ~ r ~ P - ~ ~ 30 7 ft. 1 - ~ ~ ~ 5!, c10, RlVA ~ to : ~ • I ~ w TE. 0.I ~C r ' I v.
S. HEIRS y ~ n . MR ROMIE M. TURNER q12..• t • ~ P.B. Iq PG. SO . ~ r ~ v
~ s' p ~ ~ t8' RCP • L _ _
NO'... ~ / TE THERE IS A RIP,4RIAN / ~l , al ~ IX - - ~ ` \ ;1 6.24
BUFFER 50 ON EACH~~SIDE ~ ft. r , I . ~nrr t'°A"at 0 - - - LOT I
OF INTERMI~'ANT ,.STREAM, ` • ~ o \ ~ a P.B. 23 PG. 93 ' :0.69 AC~es ~ ~ ` I
. ~ T~K'...~a..To' PEMr'tN / 3 ~ ~ ~ , ~ ~ ~ I o~f I ~ : U1) ` I L ~ ' I I
UNDIST~Rf3EtJ ~ ~6'01~. .Ira-( s ~ r . ,..-i 30, 002.. ~ ~ • ~ ~ - •l i~. 0.69 Acres o ~ Q ~ ~ 30;1 ft. I
l T FENCE ?o EX~'g~tf i 1U11'LLOiUAL lli'i'Cli • UIIliI~.N o ~ SIONS ~ F ~bOoININCs DIS PLEASE NOTE: j m • ;...g _2_ I ~ + I: I rn ~ I _
~dIN6 bR Ufa .T1~KBpD y ~ I"t~s X40... ,d FIBER OPTIC IN L E . C~,,: 'I ~ N
DITCH plo g RUNS ALONG R1W ,i 1 SS D(ft) W(fl) B(it} n N0. ~ ACROSS PROJECT - . _ C -----J o
(H:V} +o Sta~lllzation EN TRANCE. BEFORE ~ TIE LINE .N
DIGGING CALL ULOCO SI2 00 22 E NGGS MONUMENT ~ BRADLEY ,z
2~~3 0 3: ( ~ R UTILITY COMPANY. 0 0.030 3.q2 t~,~ G3~ ~ - ...7.94............ 1190.07' NAD 83 GRID COORDS. _ + ~ -
2 0 . I~ I 5.0 3.1 CL N - 781,032.703 ' , 269 740.582
° o,a30 3. 2A ~ N~6 SGISo 2.22 Io.o 3:1 i.5 0 TO TAR RIVER ti~~>>trrrrrr~ I.I MILE GRAVEL CONS'T ~
TO S.R. 1921 ENTRANCE SOUTH N.C. 581 ~ C~RO
3 2, 0.030 .47 Nfi~ G3,o~k ~ o, o ; . `I 1~5 ~ ~ 0.03. 5, 51 NhG G3~ ~ . L = 100' (60' PUBLIC R/W) _ ••.~~iL 0,~ ~S/0 •,.y .
O~So Z•26 3;I 1.5 o •0 v
`1 ~ 0,030 2.31 5 o.2~O 2 NFU SGISO :a ~=fi.L ~
.2G 3:1 1.5 ~ a O.o3o 117E
~O o.6 174 NtG SG 150 4 4 a. I 5 0 4.'
x•03° 3,2Z NAG sGlSo 8 .4 3;1 I•S 9 0 i
8 0.030 .Zt3 N~~ G3,o 1,21 o.q5 3;1 1
5 ~ 0 0.030 . 85 N ~ IZII'-l 11.2 .6' IZII'-ItAI' APRON DIAiF,NSIONS
0.2.6 d.9S 3:? 1,5 9 D b.03t7 1.25 N6~ scl~ CONSTRUCTION SEQUENCE• Drawn by.
I. OBTAIN GRADING PERMIT FROM THE NCDENR, TH
STRUCTURE N0. Va ZONE ~ LAND QUALITY SECTION. , ZONE LENGTH WIDTH DEPTH COMMENTS ' 2. SET UP PRE-CONSTRUCTION CONFERENCE G"~-S TE WITH THE A roved b .
EROSION CONTROL INSP CTOR L 9!a-571-4700 FP y r ' r E (TE EPF~ONE ) TH
cUc.v~r 1 ~.q 7 I GENERAL NOTES: I Ip G>, 5 I TO DISCUSS EROSION CONTROL MEASURES. G ~f' ~ ~It' fZroP 3. INSTALL STONE CONSTRUCTION ENTRANCE SIL ; DIVERSION
I. STABILIZATION IS THE BEST FORM OF EROSION C ~Cv~~ 2 2 - 2 r ~ DITCHES AND SEDIMENT BASINS. CLEARONLY AS NECESSARY Date:
• TEMPORARY SEEDING IS NECESSA ONTROL. RY TO ACHIEVE EROSION CO!JTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY GL,hSS ~ pap {2y,~ TO CONSTRUCT THESE MEASURES. 8
Nov~h fSvheriG„~ r REQUIRED AS PART OF T>aE CONSTRUCTION U stn G3~ (s ~,-rra~~ m THE PLAN SEQUENCE SHOWN ON 4. CALL 919-571-4700 FOR AN ON SITE INSPECTIOP, BY EROSION CONTROL INSPECTOR. WHEN APPROVED, BEGirt CLEARING AND Job name:
2~'t .ALL DENUDED AREAS LEFT EXPOSED WI N°~f•ti r~"'"~'IGan C~r~eri SG(Sp js ~ ' WORKING DAYS OR LL, WITHIN 15 GRUBBING OF THE SITE. STRIG581
{'O~boya 30 CALENDAR DAYS OF ANY PHASE OF l ~~?NI- 8VIY1a? GRADING WHICH , EVER PERIOD IS SHORTER, BE SEEDED AND IiULC~•IED. 5. MAINTAIN EROSION CONTROL DEVICES AS NEED.D. 6. STABILIZE THE SITE AS AREAS ARE BROUG~-tT TO FINAL GRADE.
GRA ~a~ 2. SITE AREA. 28.05 ACRES ~ PHIC SCALE DIS 7. ALL EROSION CONTROL MEASURES SHALL BE CJNSTRUCTED IN
0 TUBBED AREA: ACRES ~ ,~6 ~o0 0 ~ SOIL TYPE: ACCORDANCE WITH THE NC EROSION AND SEDi'1ENT CONTROL Scale: PLANNING AND DESIGN MANUALS, US DEPT. OF AGRICULTURE, 1"=100 (H)
~ 2D0 400 3, ANY LAND DISTJRBING ACTIVI ~ G~ CONDITIONS OF TY GREATER THAN 5 ACRES REQUIRES COMPLIANCE WITH ALL US SOIL CONSERVATION SERVICE.
x ~ ~ THE GENERAL PERMIT Tn nlGrllAnrr .-T.,.,.~ , S TNF ~IkJTRArTl~2 SJ-IAI f f)II IrFTITI Y ~ftif7 rf~.J-1N1InI1Sl Y IV~
NATIONAL POLLUTANT DISHARGE ELIMINATION SYSTEM I PERMIT INOr-K . NNlltK THE a MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES
0o i ANY PERMIT NON COMPLIANCE C IS A I CGO AND P V OLATION OF THE CLEAN WATER ACT AN ( IN FEET) MAY REQUIRE ENFORCEMENT ACTION BY THE NORTH CARO-INA D TO MINIMIZE EROSION. THE CONTRACTOR 51 W: L MAINTAIN
OF ENVIRONMENT, HEALTH, AND NATURAL R DEPARTMENT 1 inch = 100 ft. ESOURCES. CONTACT WITH THE EROSION CONTROL INSPEC OR SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT Sheet No.
4• L.G~ Ti-~N Imo' of "JUWSGIG roil Is o Or- tMp,6Cfo APPROPRIATE STAGES OF CONSTRUCTION.
T ~ G1~tJNt?L T I H tze-Fz---4~ Na pt-: RMtZ' [5
Y 2 OX

SEEDBED PREPARA SEEDING MIXTURE TION NOTES: SPECIES W ~6. ul" ~ TALL FESCUE RATE (LB/ACRE) C LEGEND C
roP of eERU I. SURFACE WATER CONTROL MEASURES TO BE INSTALLED SERICEA LESPEDEZA ~ REFERENCE: BEING THE LAND OF C CLAY T, E DIANNE G. STRICKLAND DESCRIBED ISS • IRON STAKE SET
`~E~D ACCORDING TO 20 DE4cr, "'c" warER PI-'~N' KOBE LESPEDEZA 2. p,REAS TO BE SEEDED SH 10 SPILLWAY CREST , ALL BE RIPPED AND SPREAD IN DEED BOOK 951 PAGE I58. EIS o EXISTING IRON STAKE ~ ~ EPK ® EXISTING P'K NAIL Q~ r
~ rs• WITH AVAILABLE TOPSOIL 3' DEEP. uAXIUUU LEVEL OF SEDtuENi ~ PKS ~ I ~ c PK NA L SET rn
(arnN eas~N our wNEN I' u~«~~=`'' 3• LOOSE ROCKS SEEDING NOTES: ROOTS AND OTHER OBSTRUCTIONS SHALL I, AFTER AUGUST 15 U 1F°5 LEVEL RFAC"rot 0.E^" OUi Sl/aCE ~ 12' Js WASHED SroNE-~ ~ BE REMOVED FROM THE SURFAC SE UNSCARIFIED SERICEA SEED. ECM p EXISTING CONCRETE MONUMENT ~ ~
° NOT INTERFERE WI E ~ THAT THEY WILL 2. WHERE PERIODIC MOWING IS PLANNED O 1 ~ TN THE ESTABLISHM R NEAT APPEARANCE IS ENT AND MAINTENANCE SERiCEA AND INCREASE KOBE LESPEDEZA TO 40 DESIRED, Ors CP m COMPUTED POINT DESIRED, OMIT PP III, POWER POLE ~
- _ z= i~ _ OF VEGETATION. SURFACE FOR FINAL SE LB/ACRE. PREPARATION AT FINISHED EDBED 3, TO EXTEND SPRING SEEDING DATA INTO JUNE AD I R/W RIGHT OF WAY ~ ~ p cti
GRADES SHOWN, SHALL BE MUDAGRASS. HOWEVER AFTER MID-A ~ D 5 LB/ACRE DULLED BER REASONABLY SMOOTH , PRIL I I AND UNIFORM. T S PREFERABLE TO SEED TEMPOf RRS • RAILROAD SPIKE SET ~ ~ DULLED BER- ERR o EXISTIN RAI R ~ T ~ ` I ~ SEED TEMPORARY G ~ L OAD SPIKE 3
kw 4. IF' NO SOIL TEST IS COVER. TI A BE ACCO TAKEN, FERTILIZER AND LIME TO NURSE PLANTS: a RDING TO SEEDING SPECIFICATIONS ABOVE, BETWEEN MA PED ®PHONE PEG~_.TAL ~ , ~I = -
c ~H IN ADDITION, PROVIDE 15 LBS./ 1000 S.F. OF SUPER- S Y I AND AUGUST 15, ADD 10 LB/ACRE GERMAN MILLET OR 15LB/ACR
PHOSPHATE. UDANGRASS. PRIOR TO MAY i OR AFTER AUGUST 15 ADD 40 LB/ACRE RYE G~ ~ 5. IF A SOIL TEST IS SEEDING DATES: ~ OR 15LB/ACRE PROPERTY ZONED A-1 -+w~Y 54~ ! I - FLOODS 3 ACRE RYE(GRAIN). PARCEL ID # 276 4001 80 547 ~ 'i' CuAPEL. N
~ I ~ slo s R,P ua ~ cuss I TAKEN, PROVIDE FERTILIZER AND BEST of saluWnr (~o' uiN.) Rio ww LIME ACCORDING TO SOIL TEST REPORT. FA POSSIBLE MINIMUM SETBACKS FRONT 50 ~ ~ SPRING -CPF ~
n~ ! ~ ~ ~ ~ 6. FERTILI LL: AU - / -T---- - f _ ZER AND LIME SHALL BE APPLIED UNI G 25 SEPT. 15 AUG. 20-OCT. 25 sar FENCE r AND MIXED WITH THE SOIL DURIN FORMLY LATE WINTER: FEB. 15-MAR. 21 FEB,i-A ~ ~ 25 REAR 30 ~ ~ C
\ ~ f sEE 80.51N sECnoN +sa.E G SEEDBED PREPA PR. 15 7. ADDITIONAL EROSION CONTROL MEASURES RATION. FALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS 0 SDE 15 ~ ~
! y ~ I MAY BE OF K VERSEI l / ElRr ~ REQUIRED DEPENDING ON FIELD CONDITIONS. OBE LESPEDQA OVER FALL SEEDED FESCUE IS VERY EFFECTIVE, N BERM ~ ~ \ SiAB4RE OUTLET DIiCN i0 " , . 8. MULCH TO BE TACK SOIL AMENDMENTS: AS, 0 SIDE CORNER 25 ~ C ~`7 VERSEEDING ~ ~ ~ ~ JE, ~ ~ ~
/ ``ENO of asruaeEO u+u - _ ED OR MECHANICALLY TIED DOWN APPLY / ~ ~ r' /5 W.SHED STONE WITHIN TWO DAYS A LIME AND FERTILIZER ACCORDING TO (uArERUL srEaFIED er ENC~NEER) ~ FTER MULCH IS SPREAD SOIL TEST OR APPLY 4000 LB/A a
GROUND ' ~ C AGRICULTURAL LIMESTONE AND I -_LL_ MULCH: ,~~/ACRE 10-10-IO FERTILIZER. 4,000 LB/ACRE VI INI ~ ' C T M P s A ~ fILIZER. ~ Z ~
~"cM APPLY 4,000 LB/ACRE GRAIN STRAW . p,..~j Z
OF EQUIVALENT COVER OF ANOTHER SUITAI: sai FENCE x u,N~ MULCH, ANCHOR STRAW BY TACKING WITH ASPHAL ETHER suITABLE SEDlMEN7 BASIN DESIGN DATA SHEET m 3 . LOVING OR BY Sediment Disturbed Drainage Storage Storage Stora a Size mid Size ~ x
CRIMPING WITH A MULCH ANCHOR T, NETTING, OR ROVING OR B' CAN BE USED A TOOL. A DISK WITH BLADES SET NEARLY STF F~LyATION OF BERM AN____ p Fl~ T,~R S A MULCH ANCHORI NEARLY STRIGHT Basin Area AC Area g bot Size to Q10 Weir ~ O e
MAINTENANCE: NG TOOL. AC Re wired Provided De th ft L W L W L W cfs Len th ft rn 1 1.25 i .25 2250 2280 3 19 ~ ~ c
REFER7ILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY MOWED ONCE OR TWICE A YEAR, BUT MOWING IS NOT NECES B 40 13 34 33 54 3.52 1.17 r DATE. MAY BE 2 1.45 1.45 2610 2640 2.5 22 48 17 43 ~
RIP RAP F SARY. RESEED, SEDIMENT B ERTILIZE, AND MULCH DAMAGED AREAS I ASIN MMEDIATELY. 35 61 4.08 1.36 ~ RESEED, 3 1.39 1.39 2502 2520 3 20 42 14 36 34 56 3.91 1.30 ~
FORMULAS USED: Sediment Storage Required =1800C.F, x Disturbed Area AC Copyrlghtm, zoo-.
~ ) Sediment Stora a Provided =Len th ai mid int x Width at mid int x De th gNLTEK ASSOGATE A P: T 9 9 ~ Po ) ~ Po ) P All Rights Reserred. epr
Q10 = ciA; A =Drainage area to basin of the content of tha ~A= odditlane or deletions to _ a boe-+'~-
Weir: Qweir = cLH3l2 In Mhde or in part, ¦Itha.- •r's - eent of CINLTIX ASSOpA~.=. ~1- •
Mq PROHIBITED.
p•8 P NOR ?3 P TN
G, 93 CLAY T. E DIANNE G. STRICKLAND
P.B. 20 PG. 237 D.B. 1347 PG. 535
V
CREEK HAS BEEN FIELD ~ LOCATED ON WESTERN NOTE: 50 TAR-PAMLICO -PAMLICO ' p
CREEK BANK. CENTER BUFFER TO BE PRESERVED RESERVED Ab UNDISN
LINE OF ALLEN SPRING BRANCH IS PROPERTY ,r"
LINE. - ~
~
ALLEN SPRING BRANCH it Il:~'~~ ~~,t':~ ~~ii~ie~a . ^I , _...yt-p-- ~ • _ e _ F~ "1 ~
~G . ^ ~
_ _ . a • O ~
4, 1 • ' f ~ il~ > .
,_.w. Sp .F: o ~ ~ . _ • ~ r ~
" J J ~z rn ^'`I . LOT I .,.~,~:~:.rz,~~ ...a . N ~ ^i
• P~' • P.B. 23 PG. q3.. ~ O • ~ • S.,
~ ' v 1 o
~o ~
• ~ ~ ip ~ ~n?M~r . c r~ ~1° 3
G~ , t 1 ..1........ lt' ~-aP ~ W ~ o - I - i75............
' , r° i . - ~ s • 15 I ~ 25 ~ ,15 ~isjv7~ _ - - . i~5 ~ ~ ~ T•
_s. :w • =8.5 .............................BJ................. I ~ ~ r
- _ '
• N/F a ~ q ~ - i ~
4 ~~~.j,,. x•90' ~ DORINDA D. NORTON ; ~ , LOT
~ S4,T • P.B. 23 PG. q3 I W ~
! LOT 6 .....r • 5/,cb,•.,. LOT 6 .....r , . ; ~
400.. I ~ , ...I ; t stc.T t~1.i~$Io1J lr ~ 2 ~ • r ° ,..a...... .TI,.... DtrGH ~ m
4 : I ~ P. 6 ~ J
o • ....30,000 sq, ft...~.......1 ~ J ; ~
"0 •20 4 r " ~ SI(.T t ,,r , ~ ~ 6
NOTE TEMP. ~ I ~ o ~ CUL-DE- ~ i . ,:bN a LOT 8 g ~ rr + j
S ~ : . _ r ~ ti. ' ~ ~
SIDr ~E ~ q I ~ ~ 6. N
S. ~ t{° 7v J- 00 PRON TO BE .A L3 ~ • L=6 FEET ~ Oq.65';`
~ ' 3+ W=3.q FEET ~
< ~ ~ • 54. . ~ ~ r $q, . 0 ~ 30 r ~ CLASS I RIP RAP • I~ - - - - I r
\ • q S i, p ; ` ~ rJ ~ .fit Q - f q I
~o
TRAC / ~ LOT 4 • MRS. ROMIE M. TURN HEi • ~ ~ Rid ,o . - I ~ ~
?.0,q. / '55,459 sq, ft. 7 . P.B. 19 PG. 4l• 80 . V~ ~ _ 1.27 Acres . .
~ : ~ = : ~'i o 4: I ' ; ~'•1 0 ` ~ ~ ~ 18" RCP L
. NOTE;... fix • ! in 2y THERE iS A RIP,4RIAN ~ ~ ~ ~ a~7
0 FFER 50 ON EACH''SIDf • . OF INTERf1nfANT:STREAM. ` ~ , ~ ~ ft. ~ _ I ~ r a ~ - - - - - LOT I •
• • ~ ~ ~ •:~~Q.69 /~U-es 1 P.B. 2"~ PG. q3 ~ 'i...... ~ ~ I I
UNDISTI)~Et:J t' I6'pl' ~ a 130;1 ft. I -
. , ~ ..................................{~1 ~F.GT`: Ilttll LLOIllAI, Ui'1'CII ~ SIFT FENCE To Ex~Nf i!' ~l 30, 002.• sq, I ~ : U1 I ` 1. • ~ I I _ . '•l • ~~Q Q m I .i v - I 0'
llUILNSIONS oP ~n Cr~b~ bit JaIN(N~, flip PLEASE NOTE: y ~ ~CaM~NTS 2<~ ' . ~ ~ J + ~ I:' I tD
...bR~,~ FIBER OPTIC LINE DITCH O,o S (961 51 ~ ~ iri . :I I _J p
S5 U(fl) W(1t) glttl RUNS ALONG R/W N0. ° H• Vio Stabiliz ACROS ( .V) anon S PROJECT I - -
. ENTRANCE. BEFORE R/W ~ - - TI 'N E _ , E LIN ~ NGGS MONUMENT ~
• DIGGING CALL ULOCO Z,o3 .0 3:1 OR UTILITY COMPANY. • SI2'00 22 E ~ , ~ A BRADLEY ~
' o o. 030 3.`12 ubla G 35rJ z NAD 83 GRID COORDS. CL ~ 781,03. 0 E 2, 26q, 740.582
I. lo
2A 2.Y o.a3o 3.~ Nhb 5cI5o 2 lo.a 3:1 1.5 9 ........................................I.I MILE ~ TO TAR RIVER
° 0.030 5. 3 ~.So 47 N~ G35o'~ TO S.R. Ig21 GRAVEL CANS'T ~ `,~tpdtl!rrrrrr~~, ENTRANCE SOUTH N.C. 581 ~N CaR~
15 °I ° o.o 30 5.51 Nay ~350~' L = 100' (60' PUBLIC R/W) ~ ~ . , . ~ ~ ESS~ •
o, So Z. 2b 3:1 1.5 ~ o 0 5 0 ,d3o 2.31 NFU SclSo o pF Ori SIP i~P ~p~M~~JT g~~N IJ_ 2 .e
~ 2.2~ 3:1 I.5 9 a - ~ a EAL ~ ' vlsT~l~ ~ - I.45 s
~ 0, 6 0.030 1 ~ 74 NtG SG I So 4 6.4 aif 1.5 12976 -
° 0.030 3,?2 ~ • i '•,F , Q' ''l' IN
8 .4 3;1 150 I.5 ~ ° 0,p•3o g I.21 ° . 2s N~~ c 3,0 " ~i,~--~.,.
.9s 3;t 1.5 9 0 0.030 85 N
U 5~I5L~ KIP• 26 0.9S 3:1 1.5 Iur-~~ Arx ON DIAV-NS10NS .
f ~ o a.o 30 1.25 NAG Sc15~, CONSTRUCTION SEQUENCE. n • Draw by
STRUCTURE N0. V I. OBTAIN GRADING PERMIT FROM THE NCDENR, TH
o ZONE LAND QUALITY SECTION. fo ZONE LENGTH WIDTH DEPTH C 2. SET UP PRE-CONSTRUCTION - OMMENTS CONFERENCE ON SITE WITH THE Approved by.
u~~.vtv.~r r EROSION CONTROL INSPECTOR (TELEPHONE qlq-571-4700) ~
1 `f'.q 7 GENERAL NOTES: I. STABILIZATION IS THE BEST FORM OF EROSION CONTROL ~D~~~ 2 ~4, ( 2 7 t (O ~ t TO DISCUSS EROSION CONTROL MEASURES. 5. S I c ~5s t , ~ f' ~ 3. INSTALL STONE CONS ~ TRUCTION ENTRANCE, SILT DIVERSION Date:
TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONT 0 ~ 2 ~ ~ S 5 ~ . 5 ~ DITCHES AND SEDIMI=TIT BASINS. CLEAR ONLY AS NECESSARY _ _ 1 ~ G1.~55 8 9 200.
ON LARGE DENUDED AREAS ANp ESPECIALLY WHE R L Z ~Z{p S2ya,p TO CONSTRUCT THESE MEASURES. 4. CALL qiq-571-4700 FOR AN ON SITE INSPECTION BY EROSION b name:
~ No?~{, REQUIRED AS PART OF N SPECIFICALLY bme?I~>ti Care.A,i G3~ 15 ~,.~,,z THE CONSTRUCTION SEQUENCE SHOWN 0 ~~t M21}~' THE PLAN. ALL DENUDED AREAS LE N CONTROL INSPEG i OR. WHEN APPROVED, BEGIN CLEARING AND ~o
NO/t~ 1S?rret'I~bn Carce~ SGISp ~S WORKIN ~ EXPOSED WILL, WITHIN 15 I tGn~ ~d G DAYS OR 30 CALENDAR DAYS OF ANY PHASE OF GRUBBING OF THE SITE. STRIC581 5. MAINTAIN EROSION CONTROL DEVICES AS NEEDED.
eVma? GRADING WHI CNEVER PERIOD IS SNORTER, BE SEEDED AND MULCH 6. STABILIZE THE SITE AS AREAS ARE BROUGHT TO FINAL GRADE.
GRAPHIC ~MafE 2. SITE AREA: 28,05 ACRES ED. c SCALE I q D STUBBED AREA, ACRES 7. ALL EROSION CONTRO`_ MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NC EROSION AND SEDIMENT CONTROL Scale:
/ ~4 goo p ~ SOIL TYPE: 9 10° 20° +o0 3. ANY LA I N! ~ISTUR>31NG ACTIVITY ~RFeTFQ TLIAAI G A/•orc nrni nr,~.. PLANNING AND DESIGN MANUALS, US DEPT. OF AGRICULTURE, 1"=1001 ~''1
i I lG G/111 /'M IG COVATIivi ~~nvii-c
NUN/ C v. •JVIL. .VI.lLRVM I IVIY 7LICVII.L. 8. THE CONTRACTOR 5NALL DILIGENTLY AND CONTINUOUSLY
0 ONDIT ALPIONS OF OLLUT THAENTD GENEI SCRAL HARGEM PERO DISHARGESYSTEMSTORM PERWATER NOUNDrERANTHECE WITH ALL ~ NATI ELIMINATIONIT T C M IT nmnonome"mmm a AND NCG01 ~ P 0 0 OV ANY PERMIT NON COMPLIANCE 15 A MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES
VIOLATION OF THE CLEAN WATER ACT AND (IN FEET) MAY REQUIRE ENFORCEMENT ACTION BY THE NORTH CAROLINA DEPARTMENT TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CONTACT WITH THE ER05ION CONTROL IN5PECTOR
1 inch = ET ft, OF ENVIRONMENT HEALTH, AND NATURAL RESOURCES. 100 4. I.~x TH~f~I f150' of nJUWSGIG o 4 - 50 THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT =2o APPROPRIATE STAGES OF CONSTRUCTION.
Is ~1 N~ I-{rs t~N~L Ta F.?+= I Mph
~ Nb 4~i err ?s N~ssp~. .
Y

SEE DEED PREPARA SEEDING MIXTURE _w (s' yN TION NOTES:
i0P of e~RU SPECIES I, SURFACE WATER CONTROL M TALL FESCUE RATE (~/ACRE) FREEeoAao (u.".~ EASURES 0
oescN wcN wartR ACCORDING TOP T BE INSTALLED SE I 80 LAN. R CEA LESPEDEZA sRIUwAY cRESr i (u,"~ 2, AREAS TO BE S K 20 REFERENCE: BEING THE LAND ~ CLAY T. +E DIANNE G, S OF ISS • IRONS ~
EEDED SHALL BE RIPPED AND OBE LESPEDEZA uAxluuu LEVEL of sEOiuENr _ (i.s' WITH SP (CLEAN eASN our wNEN i• uAx. ~ 3. L AVAILABLE TOPSOIL 3' DEEP. READ 10 TRICKLAND DESCRIBED TAKE SET ~ IN DEED BOOK 951 PAGE 158. EIS o EXISTING IRON STAKE i
THiS LEVEL REAC"EO) CLEAN OUr STAKE ,Z• ~''r~~ OOSE ROC ~s wasNEO sroNE KS, ROOTS AND OTHER OBSTRUCTION SEEDING NOTES: EPK ® IXIST~NG PK NAIL C pp
~ ~ ~_Y•~`' Z a. ~ BE REMOVED FR S SHALL I r,~„~ 1i ~ OM THE SURFACE SO THAT THEY WIL AFTER AUGUST 15 USE UNSCARIFIED S NOT INTERFERE WI L 2, ERICEA SEE PKS 1 PK NAIL SET I , G n ECM • - ~t B EXISTING CONCRETE MONUMENT
- r= i1 = TH THE ESTABLISHME WHERE PERIODIC MOWIN D• _ - OF VEGETATION. SURFACE FOR NT AND MAINTENANCE SERICEA AND IN G IS PLANNED OR NEAT APPEARANCE IS DE FINAL SEEDBED CREASE KOBE LESPEDQA TO 40 LB/ACRE. SIRED, OMI CP 0 COMPUTED POINT ~ C DESIRED, OMIT PP ~ POWER POLE
PREPARATION, AT FINISHED 3. TO E7CT N REASONABLY SM00 GRADES SHOWN, SHALL BE MU E D SPRING SEEDING DATA INTO JUNE AD ~ N R/W RIGHT OF WAY p~ ~ ~
TN AND UNIFORM. DAGRASS. HOWEVER AFTER ~ D 15 LB/ACRE NULLED BER- r R ~ 4. IF NO SOIL TEST IS TAKEN FER COYER, ~ MID-APRIL IT IS PREFERABLE TO SEE NULLED BER- RRS • RAILROAD SPIKE ~ N SET C ~ SEED TEMPORARY ERR o EXISTING RAILROA
BE ACCORDING TO SEEDIN ~ TILIZER AND LIME TO D TEMPOR, G SPECIFICATIONS ABOVE, NURSE PLANTS: 6 ~H IN ADDITION, PROVID BET D SPIKE ~ S i T _ _ PED ® PHONE PEDISTAL ~0 , - >
PHOSPHATE. E 15 ~S'/ 1000 S,F, OF SUPER- WEB MAY I AND AUGUST 15, ADD 10 LB/AC SUDANGRASS. PRIOR TO MAY I OR A RE GERMAN MILLET OR 15L8/ACRE
I ~ ! SiDRY RIP RM pp 3' (.o' uiN cuss , 5. IF A SOIL TEST IS TAKEN SEEDING D FTER AUGUST 15 ADD 40 R,P p,w PROVIDE FERTILIZER AND ATES: LB/ACRE RYE(GR~ fl~ e ! ~ ~ \ Es or swLLwAY~ LIME ACCORDING TO OR 15L8/ACRE CRE RYE(GRAIN). PROPERTY ZONED A-1 _ ~
/ ~ 6. FERTILIZER AN SOIL TEST REPORT. BEST el sari FENCE f D LIM FA E SHALL BE APPLIED UNIFORMLY LL~ AUG, 25-SEPT. 15 POSSIBLE PARCEL ID 7 ~ :-~Y 5~~ ; ~ -_OODS ~ 2 6400186547 ~_~APEL
~ .f r sEE HLCIN stciaN Aao+E _ AND MIXED WITH T LA A NE SOIL DURING SEEDBED PREPARA I TE WINTER: FEB. 15-MAR. 21 UG. 20-OCT. 25 / ~ ~ I 7, ADDITIONAL ER TON _ MINIMUi~ SETBACKS FR NT TO SPRING +-~P. > ~ ~ 0 50
OSION CONTROL MEASURES MAY BE FALL IS BEST FOR TALL FESCUE AND LA FEB•I APR. 15 REQUIRED DEP TE WIN l ! eE ' ~ J siASa~ZE ourlEi oR ENDI 0 TER NG ON FIELD CONDITIONS. F KOBE LESPEDEZA OVER FALL SEEDED FE FOR LESPEDEZAS. OVERSEEI REAR 30 ~ G SIDE 15 ' ~ C ~
/ Ry \ `/-END Di b5rUR8E0 AREA~0 R O 8. MULCH TO BE SLUE TACKED OR MEC SOIL AMENDMEN IS VERY EFFECTIVE / (uarERla SPECIr~EO eY ENCINEER~ !s wASNEO siaNE WITHIN TW HANICALLY TIED DOWN TS: S. OVERSEEDING SIDE CORNER 25 C C L
- 0 DAYS AFTER MU APPLY LIME A oOrE[? _ _ LCH IS SPREAD, ND FERTILIZER ACCORDING TO
GROUND AGRICULTURAL LIMESTONE AN SOIL TEST, OR APPLY 4,000 LB/ACR o'TCti D MULCH: I,000LB/ACRE 10-10-10 FERTILIZER. 000 LB/ ACRE LIZER. `j
-~~F slr EENCE APP LY 4,000 LB/ACRE GRAIN STRAW OF EQUi x a ~ MULCH. ANCHORS VALENT COVER OF ANOTN IC I N I Y A NTS U .
TRAW BY TACKING WITH ASPHALT NETTIN ER SUITABL an~N_ of sEa~, gN~ Fl~ CRIMPING WITH A MULCH AN H ~ G, OR ROVING OR BY " ~ Z U fHER SUITABLE SEDIMIE ~ ~VING OR BY S NT BASIN DESIGN DATA SHEET Z
CAN BE USED AS C OR TOOL, A DISK WITH BLADES SET NEAR A MULCH ANCHORING TOOL. LY STRIc ediment Distu?tied Drainage Stora e ~ NEARLY STRIGNT 9 Storage Storage Size mid Size bot 3
MAINTENANCE: Basin Area AC Area AC Re aired pro ' Size to Q10 Weir L x 1 125 vided De th ft L W ~ y~ ~ ~ O m
RIP RAP REFERTILIZE IN THE SECOND YEAR UNLESS SEDIMENT MOWED ONCE OR GROWTH IS FULLY ADEQUA BASIN TWICE A YEAR, BUT MOWIN TE. MAY BE 1.25 2250 2280 3 W cfs Le th ft ~ N 4TE. MAY BE 2 1.45 1.45 19 40 13 34 33 54 3.52 1.17 ~ m
FERTILIZE, AND MULCH DAMAGED qR G IS NOT NECESSARY. RESEED, EAS IMMEDIATELY. ESEED, 2610 2640 2.5 22 48 17 3 i.39 1-39 43 35 61 4.08 1.36 ~ ~
2502 2520 3 20 42 14 ~ ~ 34 56 3.91 1.30
FORMULAS USED•
~ Sediment Storage Required =1t3000.F. x Disturbed Area (AC}
Sediment Storage Provided =Length(at midpoint) x Width(at midpoint) x De th °opj``~'t 2001 P av~L~x assoge~ -t_ Q 10 = ciA; A = Drainage area to basin N a~,ts Reserved. a
of t.~ content of 7i: ~-~-~c'_ a eir: Qweir = eLH312 d~erpn, y
~Ap p'8. 2 NOWT 3 I,G N (n .:,ole a in pa!t, .=-•z. a'.".s~ eT- sent of gNLTIX ASS" %i., 's
93 CLAY T. E DIANNE G, STRICK PRq~TID.
P.B. 20 LAND PG. 237
D.B, 1347 PG. 535
CREEK HAS BEE
LOCA N FIELD NOTE: 50' TAR-PAM I TED ON WESTERN SUFFER TO LCO ~ ~ n~ AMLICO t:
CREEK BANK. CENTER BE PRESERVED Ay LINE OF ALLEN SPRIN ESERV Ay U ED NDISN - ~'`a
BRANCH IS PRO G
LINE. PERTY
- .
ALLEN SPRING . ~ ~ BRANCH ~ ~ : G : , - ~ fi
.l
0 ~ ~ - ~ ' ~ 1 C
P ~ _ _ 'r . •
~ i :rte... ~ : ~ ~ ` , . mot.. V a,'-r^sa^ - ~r m.. ~ f
I~ ~ ~ J ~ ~ _ LOT I

P.B. 23 PG. 93..•
. , ~ • • 1• O
..f i 5 ~I~ ~-~P I o ~•IP Q
GL~ ~ . - ~nM~r I~ N-3 f ~ ~ ~ ~ _ p p -
r ( - ~ ~ ~ = -
;W=8.5 8 ~ h,. V't _ f... ~ - ~r
w... f
. . .:z-....... srtr - a l~~ • ' ~ 1
~ ~ r~`.~ DORINDA D. NORTON : ' I ~ Y ~
• LOT 2 I • 54.T ~fl~ P.B. 23 PG. 93 .
1 • • , 2/ RIP G / LO _ 7 151. , .....r , . . ~ ••200''
?qr _ y....• ;000 d ...-....f,~........~.,~~ ~ .~ft ~ ~ .~ft. ~ /
~ P. 6 P?~G~ r ! , . ~ o ~ ~ I ,~r N _ _
~ ~ o . 3~r~ooo ~ , • , sq, ft. ~ o ~ •
sr(,r 8 NOTE TEMP. ~ I ~ ~ Air......
: : o~. . , CUL-DE- l ,k ~ . r 4+1$.38 ........220" I I:~~ A •r LOT 8 . + g
• \ k ~ - ~ ' • ~ 4 \
i.. N
. .+00 o ~Op LAPRON TO BE 3
~1.. ~ , L=6 FEET ! J • 49.65' I ' 3+ ~ W=3.q FEET'
~ ~ 54. S ~ $q, ~ , i F . CLASS I RIP RAP g i - • , .
i.. R N~ \ ••r..... ~ A: Ro ~ '4g 'art F- ' _ -
: ~ - TRACT 2 ~ s ~ / V ~ : S ,
MR ROMIE M. TURNER HEIRS / 2 0 , • P.B. Iq PG. 80 1$1.:~ pRl • c~ Vq 7' tY ~ 30 7 sq, ft. i ~ . . E !
~ .........12,04, ~ ;55 45q ~ . o 7 ~ w _o I ~
0~ ~ - 9 . ........~9^ NOTE:•.TWER~ IS • ~ IS RCP I
al ~ BUFFER 50' ARIAN
. ON EACH SI ` ~ • ~'i ~ OF INTERM11fAN E M, T .STR ~.~"arr'q`~' ~ , ' ft. 1 ~ a e'• 0 ~ - - - - - LOT I
/ . T1~IS' b~E~...To' p~I,,ydIN / ..•~1 11 I P.B. 23 PG. 93
. • 11U1,1 LLOIUAI, ll . , ~ ~ n1~ECJ Q ; t~r~r ' IiCIIUIII ~ ' I.•' • i...... I •
11.NS ~t 5 ~ •01~ • ~ IONS ~ ~ ' I T To Ex~TI>- ~ ~ ~ . .'i,\ 30, 002..sq, ~ I ~ : N~r•.: L. I I
i?~1tNC~ D(S DITCH TllR~ PLEASE NOTE: Qro 5,(961 SS D((t / . I m_ I - ~
FIBER OPTIC LINE ~ 5 n +o Stabi ' 6zation RUNS ALONG R/W Igl ~ • ~ ~ ~ I I - -
ACROSS PROJECT • N C
( ENTRANCE. BEFORE '
2'r73 ,D 3:I DIGGING CALL ULOC "J a 0 .030 ,q2 G3~ OR UTILITY COMPANY. N ~ TIE LINE " SI2'00`22"E NGGS MONUMENT
. o . 'BRADLEY' ~ ! +00 ............2g7,~;.4..-......... 1190.07' tr L _ . NAD 83 GRID COORDS. • CL
2A 2 z2 ° o,a30 3• ~ N~ N = 781,032.703
~ o ~ 3 z,go o,o 'D3o 5.47 N~ G3 E = 2, 26 q, 740.582 TO TAR RIVER I.I MILE GRAVEL
'I 1,5 0.030 3 .5t Nay ~ TO S.R. 1921 CONS~T trrrr ENTRANCE SOUTH N.C. 581 rrjr,~,
b'~ Z•26 3.1 I, r, S 9 o.oio 2. L = IDO' (60' PUBLIC R/W) H Cfiq -
o. 210 2 , 3:1 31 Nay SG I So ~ I.5 9 a o.o F~ _ r,
0.64 6.4 ;:I 30 1•~4 NtG SGISo 6~11~1 1a1 ; . r ~ . ~IXtIR~ ~Fa = ~.a (•45G~.
I' S ° o . 8 .030 3,?Z NAG SG .4 3sl I,r, ~ 150 SFAL
0 0' .29 8 ! ~ I o30 1297
2 0.95 3; t N~s~ G 35a I.5 9 0 c- .It~ ~G I~•
0.03o I, 85 N U ~ 0,11v o.9S 3:1 1,5 ISd Ire,
9 o a. o o IZIP- ItA 1.25 N>~fa Scl~ Y Ian-ItA_P A~~IZO~r nln ~ ~ ~
~i-NSI OnS • . CONSTRUCTION SEQUENC
STRUCTURE N E I. OBTAIN GRADIN Drown b . G PERMIT FROM THE NCDENR, y
Vo ZONE ~ ZONE LENGTH WIDTH LAND QUALITY SECTION. TH DEPTH COMMENTS ~ 2. SET UP PRE-CONSTRUCTION CON
GENERAL NOTE ~~~~-r ~ EROSION CONTROL tN FERENCE ON-SITE WITH THE A rove
S q 7 i. STABILIZATION IS THE BEST FORM OF GU i r SPECTOR (TELEPHONE q19-571-4700) Pp d by rJ• S ( G TO DISCUSS EROSI(xJ CONTRD r l-~5S ~ ~tp ~oP L MEASURES. TH
TEMPORARY SEEDING IS NECE EROSION CONTROL, t-V~I~ 2 (p~ 2 ~ NoV~h m oN LARGE DENUDED A SSARY TO ACHIEVE EROSION CONTROL 2 ~ ~ 3. INSTALL STONE COt`tSTRUCTION ENTRANCE, SILT DIVERSION pj, ~j' rj ~ G DITCHES AND SEDIMENT BASINS. CLEAR ON Date:
~ Gre.~ G RE REAS AND ESPECIALLY WHEN ~ IS G-yrZ~leYl QUIRED AS PART OF THE CON SPECIFICALLY L.f•SS I ~p ~i,P TO CONSTRUCT TN - LY AS NECESSARY - ESE t-1EASURES. 8-9-20C
No?f~ ~~u, , I t ma~}I• TN STRUCTION SEQUEN _ l0bh Faroe, SGlcp IS E PLAN. ALL DENUDED AREAS LEFT CE SHOWN ~ tGn~ ~ WORKING D EXPOSED WILL WITHIN 4. CALL qlq-571-4700 FOR AN ON SITE INSPECTION BY EROSION CONTROL INSPECT02. WHEN APPROVED, BEGIN CLEARING AND p
(,gr,,l_ c~m~r AYS OR 30 CALENDAR DA 15 GRADING, WHICHEVER PERT YS OF ANY PHASE OF GRUBBING OF THE SITE. J b name:
~ GRAPHICS ~xa{E 2. SITE AREA: 0D IS SHORTER, BE SEEDED AND b CALE F~ 28.05 AC MULCHED. J RE ~ ~6 p DISTURBED AREA: S 5, MAINTAIN EROSION CONTROL DEVICES AS NEEDED. SRIC581
~ ~9 ~ 100 2ao SOIL TYPE: ACRES 6, STABILIZE THE SITE AS AREAS ARE BROUGHT TO FINAL GRADE. 7, ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN
~ ~ 400 3. ANY LAND DIS ~p 00 C TURBING ACTIVITY GREATER THAN 5 ACCARDANCE WITH THE NC EROSION AND SEDIMENT CONTROL
ONDITIONS OF THE GENERAL PERMIT TO ACRES REQUIRES COMPLIANCE WITH ALL Q~ 4 NATIONA DISCHARGE S P L POLLUTANT DISCHARGE ELIMINA TORM WATER UNDER THE PLANNING AND DESIGN MANUALS US DEPT. OF A RI Scale: US SOIL CONSERVATfG~I SERVICE. G CULTURE, 1 „_100, ,
(IN SET) ANY PERMIT NON COMPLIANCE IS TION SYSTEM (PERMIT N0. NCG010000 . 8. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY
MAY RE~JI~~QF ~"~G.,o.-rM~.~~ A VIOLATION OF THE CI_FAN werGO e~T ) MAINTAIN DI I FDnG1 N.I ~iYa1Tr-•~i _ v
1 incn = wD ft. ` 1 A(, I ION BY THE NORTH CAROLINA DEPARTMENTnU OF ENVIRONMENT HEALTH, AND NATURAL TO MINIMIZE EROSI THE CONTRACTORS U STRUCTURES
RESOURCES. -C--5;s THbf•l I~ of "JU~Zt5t7IG o CONTACT WITH THE EROSION ALL MAINTAIN CONTROL INSPECTOR
Tt Np(. GF{bIJN~ is Ta B~ 1Mp~ (@ -v~vEFr N t, 2 SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION. Sheet No.
I 11' f f~ SSp~Z. Y
L! 2 of

SEEDBED PREPARA SEEDING MIXTURE w (6 u~l., TION NOTES: sPECI ES RATE (LB/ACRE 00
roP of BERN I, SURFAC TALL ~ E WATER CONTROL MEASURES TO BE INSTALLS FESCUE ~ I' FREEBDARD (NIN.~ ACCORDIN D SERICEA L O REFERENCE: BEING THE LAND OF
ocslcN Nlcli wAtER G TO PLAN. ESPEDEZA 2. AREAS TO BE SEEDED SHAL KOBE LESPEDEZA 20 SPILLWAY CREST , tYIN) L BE RIPPED CLAY T. ~ DIANNE G. STRICKLAND DESCRIBED ISS • IRON STAKE SET ~
uAxluw IEYEE OF SEDIUENr ~ LS "DEEP. _ WITH AVAILABLE TOPSOIL 3 AND SPREAD 10 tauN aASIN our wNEN f' uAx. - TS AND D TES• IN DEED BOOK q51 PAGE 158. EIS o EXISTING IRON STAKE i EPK ® EXISTING PiC NAIL ~
3. LOOSE ROCKS R00 SEEDING NO r,a5 EEVEL REACHED) DEUN our srAKE u• wASNEO sroNE ~ THER OBSTRUC BE REMOVED FROM THE SURFACE TIONS SHALL I, AFTER AUGUST 15 USE UNSC ~ h PKS ~ PK NAIL SETT
e ~ N' : e• wa. SO THA ARIFIED NOT INTERFERE WI T THEY WILL 2. WHERE SERICEA SEED. s=='• TAI TN PERIODI E ESTABLISHMENT AND MAINTENANCE SERICEA C MOWING IS PLANNED OR NEAT APPEARANCE IS DESIRED _ t=,: OF VEGETATION. SURFACE FOR FINA AND INCREASE KOBE ,OMIT ECM p IXISTING CONCRETE MONUMENT m CP 0 COMPUTED POINT ~ ~ ^
L SEEDBED 3. TO EXTEND SPRIN LESPEDEZA TO 40 LB/ACRE. IRED, OMIT PP POWER POLE N
PREPARATION, AT FINISHED GRADE G SEEDIN S SHOWN, SHALL BE MUDAGRASS. NOW G DATA INTO JUNE, ADD 15 LB/ACRE NULLED BER- REASONABLY SMOOTH AND UNIFORM EVER AFTER M - R/W RIGHT OF IhAY ~ ~ ii ~ 0 N LED BER- RRS • RAILROAD SPIKE SET I ~ 0 ~
~m aw 4. IF NO SOIL CO E ~ ID APRIL IT IS PREFERABLE TO SE T B TEST IS TAKEN, FERTILIZER AND LIME TO V R. ED TEMPORAR' TEMPORARY ERR o EXISTINu RAILROAD SPIKE I-~' l ~ C~/ J l
' I E ACCORDING TO SEEDING SPECIFICATIONS NURSE PLANTS: e' ~ IN ADDITION, PROVIDE 15 LBS./ 1000 ABOVE. BETWEEN MAY I AND AUGUST 15 A PED ~ PHONE PEDISTAL ~ < 3
PHOSPHATE. S.F. OF SUPER- SUDANGRASS. PRIOR TO ~ DD 10 LB/ACRE GERMAN MILLET OR 15LB/ACRE ~ MAY I OR AFTER ~ I = ~ 15LB/ACRE ~
SEEDING DATES: AUGUST 15 ADD 40 LB/ACRE RYE(GRAIN 3' cuss . 5. IF A SOIL TEST IS TAKEN, PROVIDE FERTILI I I ~ SIDE$r RIP RAP UP (i0• MIN) RIP RAD ZER AN RYE(GRAIN). PROPERTY ZONED A-1 58i FLOODS 3 PARCEL ID # 276400+86547 ~ I C;~APEL to
~ ! ~ ~ ~ o sPluwAr~ LIME ACCORDING TO SOIL TEST REPORT. D BEST ' -i---- f 6. FERTILIZER AND LIME SHALL FALL: AU _ POSSIBLE ~ ~~slu FENCE r sEE BSSIN sECnoN faa,E E S01 LATE WINTER: MINIMUM SETBACKS FRONT 50 TC ~pK~N~ ~CP= ~
AND MIXED WITH TH BE APPLIED UNIFORMLY G• 25 SEPT. 15 AUG. 20-OCT. 25 L DURING SEEDBED PREPARATION. FALL IS B FEB• 15-MAR. 21 FEB.I-APR. 15 ~ i y \ ~ 7, ADDITIONAL EROSION CONTROL M ~ I~ n1 REAR 30 ~ ~ ~
EASURES MAY BE EST FOR TALL FESCUE AND LATE WINTER REQUIRED DEPENDING ON FIELD CONDITIONS OF KOBE LESPEDEZA OVER FALL SEEDED FOR LESPEDEZAS. OVERSEEDIN ~ c+Rr„ Bta• z srABaltE DunEr arcR ro w ~ fESCUE IS SIDE 15 J~' ~ ~ ~ r II ti ~ •0 OVERSEEDING SIDE CORNER 25 ~ 0
8. MJLCH TO BE TACKED OR SOIL AMENDMENTS: VERY EFFECTIVE. I M ~ \f END OF DIStURBED AREA •1 M C (uArERla; sPEaFIEO e~ ENCIN \ , : !s w~sNEO sroNE WITHI E HANICALLY TIED DOWN EERY ti N TWO DAYS AFTER MU C APPLY LIME AND FERTILIZ F'~ p t`- r
\ L N IS SPREAD. ER ACCORDING TO SOIL TES o~r~~ GROUND AGRICULTURAL LI T, OR APPLY 4,000 LB/ACRE MESTONE AND I,OOOLB/ACRE 10-10-10 FERTILIZER. ~ LB/AC ~ ~ n- ~ RE ~T
°~cH MULCH: ER. V I c, . CIN I TY AP NTS ~ z
APPLY 4,000 LB/ACRE GRAIN STRA StEi FENCE ~ MULCH, ANCH W OF EQUIVALENT COVER OF ANOTHER SUITABLE " OR STRAW BY TACKING WITH ASPHAL . ~ R SUITABLE SEDI~E _ Z
a i r CRIMPING WITH A MULCH ANCHOR TOOL T, NETTING, OR ROVING OR BY 4N_4_F aERM___~p F~~ CAN A DISK WITH BLADES SET N NT BASIN DESIGN DATA SHEET ~G OR BY Sediment Disturbed Draina e to m ~
BE USED AS A MULCH ANCHORING TOOL. EARLY STRIGH• MAINTENANCE: ~RLY STRIGHT 9 S rage Storage Storage Sze mid Size bot Size x Basin Area AC Area AC Re to Q10 Weir ~ ulred Provided De th ft L W L W L W 0
REFERTILIZE IN THE SECOND YEAR UNL 1 1.25 1.25 2250 2280 cfs Le th ft ~ 3 19 40 13 34 33 54 3.52 1.17 ~
RIP RAP MOWED ONCE OR TWICE ESS GROWTH IS FULLY ADEQUATE. MAY BE SEDIMENT A YEAR, BUT MOWING IS NOT NEC BASIN FERTILIZE, AND MULCH ESSARY. RESEED, MAY BE 2 1.45 1.45 2610 2640 r- 2.5 22 48 17 43 35 61 4.08 1.36 ~ :ED, 3 1.39 1.39 250 Z
DAMAGED AREAS IMMEDIATELY. 2 2520 3 20 42 14 36 34 56 3
.91 1.30 ~
FORMULAS USED•
Sediment Storage Required =18000.F. x Disturbed Area (AC)
~ ' coPnp,t®. zoos Sediment Storage Provided =Length(at midpoint) x Width(at midpoint) x t?epth aVILTDC ASSOGATFS, Pf_ ~ . r
All Rights Reserved. R~.~t~ Q10 = ciA; A =Drainage area to basin the ~te~t o, m~
,:a,< ~Ap additrona or deietbne to -•s Weir: Qweir = eLFt312 l~ Mhde ar In port, rftr+-' sent of gNLiIX ASSOCo =}-.:s
p~s• ? NORT PROHIBITED.
3 AG. ~ 43 CLAY T. Q DIANNE G. STRICKLAND >.tia~~ -
- P.B. 20 PG. 237
D.B. 1347 PG. 535
CREEK HAS BEEN FIELD I ILICO _ ~y
LOCATED ON WESTERN NOTE: 50 TAR-PAMLICO CREEK BANK. CENTS BUFFER TO BE PRESERVED ~ UN :RVED ~ UNDISN
LINE OF AL R LEN SPRING
BRANCH IS PROPERTY LINE. w"4`,.
ALLEN SPRING B ~ / ~
' ~ RANCH . • _ .
• PA 0 1
~G - r =
Q~ - ~ - - ~ v
. r . 1 ~ , ~ v .r,.~a~:
P~ _ a ...........,a . •N LOT I ~
r.~; c~ -ti. P.B. 23 PG. 93... C~
O - .
~ < . ~ r ~
. ~~P ~ tM ~ 3 1............ elf ~~p ~D ~r i~ N ~ f, o _
. • I ~ t ; • ..........................175 . _ r p 3°I O -r
5o F; , ~ : rip . 185 gc-...
R~ :W.' r q i W
• . . ~ i ~ ~ c
srtr 3i T,. ~v ~ Y....~. ao....... : • : ~ a ~ wF . DORINDA D. NORTON ~ ~ ~ ti
~ ,....SILT 1~
,bP G • R?p rz f51, hCE P.B. 23 PG. q3
• LOT 6 .......r.......~.: 6 , , ~ ~ ~ W Uj .....r ~ 200•• f~• ! ~ j ~
_ / I' r ~ b • (+6G~5, . ~uT $lDlJ ..,.......,n• ~ v.~..-.•.. ~ ~s ~ ~ ...............ate / I r 1 ~ ti ~
: ~ . - _ • J ~ ~ o ~C•..... • ...30,000 sq, ft...~.......1
o~ ' l 1 ~ • ~ ,r 4 ...Ar.... .
' NOTE T ~ • ~ s(~r Dr • o EMP. (I ~s~ _ It.~- pr ~ ~ ~ . - 4+1$.38 ............220... f . - . q
. _ UL DE- N per LOT 8 ~ '
n • , J o
siir ~E ` 4• i:~ ; , ~ • ~ ~ 7 'APRON TD SE
c ~ L=6 FEET ~ A.. ~ 4q.6 .•~•23 ~
n , ~ _ • 3+ ~ ~o ~ ~ \ ~ 54.E ...$q... f~•.' i ?3, F ; 3+ ~ W~3.q FEET . AO - _ ~ F CLASS I RIP RAP + ! ~ I.00'
j. aN +Ob ~ - I . ~ -
~ ~ ~ / i ~ ~ . ~ ~ TRACT 2 t / ~ I~)
.............MRS. ROMIE ~ 0 • RNER i 0 z ~ I Q m ~ T q I p + ?~v • 1.90' ~~AT i 30 7 sq, ft. I ~ .
~ ~ HEIRS ? ~ { / - LOT 4 . G ~ ~ ..................Q P.B. Iq P ~•0 , ~ "u `55 45q a E~ ~ ~t I v f W ,o
o r N...... ~ u~i!
• . ..19o OTE• THERE IS A RIPARIAN ~ / : ~ ~ ~ ~ n° ~ u0i! 18" 'RCP L-~:`~
. BUFFER 50 ON EACH'SIDE ~ • ' - c.l LDT 3 r ~ ~ ~ _ 1 6.24 ~ - - swwr
• OF INTERMI1fANT .5 . TREAM. ! r0 ~ . ft. ~ , / ~ . r-- LOT ~'0.6 / u0i~ 1 ~ P.B. 23 PG. q3
~ UNDIS'NRI3Ep I i. - ~
.o~, ?I~TE~r AL , , ................................y~l • T'RAI'L Ti{ : Z OIU SIFT FE ' I CII llI11I1; ~ To EXfi~11" 30, 002., sq, ' ~ ~ J ~ L ~ I I
NSIONS ,.oF ~n C Izo6dvJ~ brr o y ~ ~M~,rr-s ~ INfAIC~ 17I~ P h.. O.bq Acres`., p Qtr' 30;1 ft. I . m
. ~ .TURB~j LEASE NOTE: DITCH Q 4c....~R~ FIBER OPTIC LINE J5~' io S,(961 SS
N0. D(ft) W(it) B(ft1 n V _ RUNS ALONG R/W IH:V) re Stabilization ACROSS PROJEC _ ~I - I fN L
T ENTRANCE. BEFORE -____J o R/W - ~ TI N
( DIGGING CALL ULOCO 2,03 .0 3~I oR U E LINE I r NCGS MONUMENT ~ . S12'00 22 E 'BRADL '
TILITY COMPANY. • ° 3,q2 N~ G 3~ Z I. to EY ~ IIg0.07' • GL - - - _
2A 2,22 0,030 3.~ N~ X150 NAD 83 GRID COORDS.
o•a 3:I ~ ~ ~ CL _ N = 781,032.703 E 2, 26q, 74G .562 i.l MILE GRAVEL ~ TO TAR Rly
I'S 9 0,030 3 2.s3o - 5.47 N~ G3 ~ o,0 3~1 1.5 TO S.R. Ig21 CONST ~~a~~~mu,~~
4 0.030 5, 51 NaG G ~ or ~ 2.26 3:I 351p ENTRANCE SOUTH N.C. 581 CA ~N RG L = 100' (60' PUBLIC R/W) Q,
° °,030 2.3 0,
S o.2~ 2.2G I N,~U SGI~o ~ 3:1 I•S 9 a ~ 0.030 . ~ ~ ~ ~t r ~ ~ Z ~ ~ , •FESS,o. • ; l p ~ I ~tJ ' . 9 - SIN ~ .'o
064 6,4 74 NtG 5c15o ;:I L 5 o D t~ T ~ tea- f~45~. :Q . SEAL
.D 3,?Z N~~ scl5o • 8 .4 3.1 I.S 9 12976 '..~`I'; G .
8 ° 0.030 .2a Nam G "s
IrZI o.95 3;1 350 I.5 9 0 0.030 I.85 N ~ ~15d IN Q~•` -
0.26 a.9S 3:1 1.5 RIP-KAI
9 ~ b• 030 .2 S N~~ SGI~ RIP-KAI' APRON DIA ~ ~ ~ ~ I, ~ 1LNSI0I~S ~ ~ Z . CONSTRUCTION SEQUENCE
Drawn by.
STRUCTUREN Vo ZONE LE I. OBTAIN GRADING PER, SIT FROM THE NCDENR, ZONE LENGTH WIDTH !-AND QUALITY SECTlrJN. TH
DEPTH COMMENTS 2. SET UP PRE-C.ONSTR'vCTION CONFERENCE ON-SITE WITH TN E Approved by.
1 GENERAL NOTES: 7 r ~ ~ EROSION CONTRO~ INSPECTOR (TELEPHONE qlq-571-4700 5.5 t TO DISCUSS EROSION CON ) TH
I. STABILIZATION IS TN 7EMPORA E BEST FORM OF EROSION CONTROL. 2 ~p 2 RY SEEDING IS NECESSARY TD ACHIEVE EROSI G ~ ~tP f~fP G TROL MEASURES. 2 ~5~ ~ 3. INSTALL STONE CON..-RUCTION ENTRANCE, SILT DIVERSION
ON LARGE DENUDED AREAS AND ESPECIALL ~ CONTROL ~ N°?~ ~n~wi~> R Y WHEN SP rj <j ~ G DITCHES AND SEDiM~*tT BASINS. CLEAR ONLY AS NECESSARY Dote: ~,~5 I ~1Y ~ TO CONSTRUCT l'HESE MEASUR - - 0 "
ti C~Ye.~„i (3r~ IS ~mz SQUIRED AS PART OF THE CONSTRUC I ECIFICALLY Nor ~ v1Pir?t ma~}I' THE PLAN. ALL DEN TON SEQUENCE SHOWN ON Es. 8 9 2 0 4. CALL qlq-571-4700 FCC AN ON SITE INSPECTION BY EROSION
~'r"~'I~~•h C~~,eh SGI~ •s UDED AREAS LEFT EXPOSED W I f6n~ o~ WORKING DAYS OR 30 CALEN ILL, WITHIN 15 (SBn+t - gyms DAR DAYS OF ANY PHASE CONTROL INSPECTCyR. WHEN APPROVED, BEGIN CLEARING AND Job name: GRUBBING OF THE s°-E. STRIC581
GRADING, WHICHEVER PERIOD IS SHOR OF 5, MAINTAIN EROSION COPiTROL DEVICES AS NEEDED.
~ GRAPHICS ~+a~ 2. SITE AREA: 28.05 A TER, BE SEEDED AND MULCHED. o CALE cREs 6 goo DISTURBED AREA: ACRES 6. STABILIZE THE SITE A~S AREAS ARE BROUGHT TO FINAL GRADE. 7. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN
/ ° 50 200 SOIL TYPE: ~ G\ +00 3. ANY LAND DISTURBING ACTIVITY GREA ACCORDANCE WITH T~-E NC EROSION AND SEDIMENT CONTROL Scole:
44 CONDITIONS OF THE GENERAL TER THAN 5 ACRES REQUIRES COMPLIANCE WITH ALL PLANNING AND DESK-ti MANUALS, US DEPT. OF AGRICULTURE, rr_ ~ H
b NATIONAL POLLUTANT DI PERMIT TO DISCHARGE STORM WATER UNDER THE US SOIL CONSERVATION SERVICE. 1 -100 8. THE CONTRACTOR 5!-!?~LL DILIGENTLY AND CONTINUOUSLY (V~
~ P ANY PER SCHARGE ELIM(NATIDN SYSTEM PERMIT F , MIT NON ~nMCi I ~ ~I~~ IC , . _ . ( NO. NCGntnr',nn ~
k in rZra. MAY REQUIRE ENFORCEMENT ACTION g L-AI I~ OF THE CLEAN HATER ACT AND "H'N i Ain ALL LW-0510N CONTROL DEVICES AND STRUCTURES i TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN
1 inch = 100 ft. OF ENVIRONMENT, HEALTH AND THE NORTH CAROLINA DEPARTMENT J NATURAL RESOURCES. CONTACT WITH THE EROSION CONTROL INSPECTOR
150 of J W gGYIoN~ <-H~~lt~~ ~5 To f3~ fMp SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT
(k~~.f'~~ Nb 40l t'~RMI? f5 fJ~55 APPROPRIATE STAGES OF CONSTRUCTION. Sheet No.
~I~.y.
of I NOW

--n°-_ SEEDBED PREFAB SEEDING MIXTURE w (6' wR,, ATION NOTES: sPECI
ES RATE (IB/ACRE) 10P OF BERw I. SURFACE W TALL FESC i' FREEB°Mp (NIN.) ATER CONTROL MEASURES TO BE INSTALLE S UE ~ O REFERENCE: BEING THE LAND OF ~ LEGEND ~
ACCORDING D ERICEA LESPE otsic" wc" wnrER TO PLAN. DEZA 20 CLAY T. ~ DIANNE G. STRICKLAND DESCRIBED ISS . IRON STAKE SET ~
SPIELwAr CREST ~ (rll") 2. AREAS TO BE SEEDED SHALL BE RIP KOBE LESPEDEZA 10 _ ~ l.s' t^IITN AVAILABLE TOPSOIL 3° PED AND SPREAD uaxluuu EEVEI or sEOiuEwr DEEP, EIS o EXISTING IRON STAKE ~ I IN DEED BOOK q51 PAGE 158. EPK A EXISTING PK NAIL ~ ~
(cEEw acsie our w"Ew uAx 3. I-00`'E ROCKS R00 SEEDING NOTE rHis EEVE~ RE,scPEO) ciE,w our sracE Iz• z TS AND OTI-IER OBSTRUCTIONS SNAIL I, A S 1s wns"EO sror¢ ~ BE REMOVED FROM THE S FTER AUGUST 15 USE U PKS ~ PK NAIL SET ~
z ~ w=` z a' uuc. URFAC NSCARIFIE _ NOT INTERFERE WITH TN E ~ THAT THEY WILL 2. WHERE PERIODIC MOWIN D SERICEA SEED. ECM p EXISTING CONCRETE MONUMEN m ~ CP T V 1 ~
ESTABLISHMENT AND MAINTENANCE SERICEA AND G S PLANNED OR NEAT APPEARANCE IS DESIRED OMI' _ z iz _ OF VEGETATION. SURFACE INCREASE KOB ~ - FOR FINAL SEEDBED 3. TO EXTEN E LESPEDEZA TO 40 LB/ACRE. 0 COMPUTED POINT N ESIRED, OMIT PP ~0, POWER POLE N
~ PREPARATION, AT FINISH D SPRING SEEDIN ED GRADES SHOWN, SHALL BE MUDAGRASS. G DATA INTO JUNE, ADD 15 LB/ACRE NULLED BER- REASONABLY SMOOTH A HOWEVER A R/W RIGHT OF WAY r ~ N
ND UNIFORM, COVER. ~ MID-APRIL IT IS PREFERABLE TO SEED TEMPOR/ j IP RAP 4. IF NO SOIL TEST IS TAKEN FERTILIZ RRS • RAILROAD SPIKE SET ~ ~ LLED BER- ~ SIT :ED TEMPORAR ERR o EXISTING RAILROAD SPIK r~ ~ ~ ~ Y E .:IIE;
I AN^ BE ACCORDING TO SEEDIN ~ ER AND LIME TO NURSE PLANTS: IN ADDITION PRO G SPECIFICATIONS ABOVE. BETWEEN MAY I r, a~, , VIDE 15 LBS./ 1000 S.F, 0 AND AUGUST 15, ADD 10 LB/ACRE PED ® PHONE PEDISTAL ~l~ 3
PHOSPHATE. F SUPER- SUDANGRASS. PRIOR TO MAY 1 OR AFT GERMAN MILLET OR 15LB/ACRE / ! ~ z ~ R 15LB/ACRE ~
ER AUGUST 15 A 5. IF A SOIL TEST IS TAKEN PROVIDE SEEDING DATES: DD 40 LB/ACRE RYE(Gi~ SIDESYOFP P~ UC 3 cuss I , FERTILIZER AN PROPERTY ZONED A-1 ~ Fi00D5 ~ :RE RYE(GRAIN). -~1ti1' 581 ~ PARCEL ID # 276400186547 ~ CHAPEL
1 ~ ~ s LEwar-~ (16 RIP ~ LIME ACCORDING TO SOIL TEST REPOR D BEST ~ --I--- ` _ 6, FERTILIZER AND LIME SNA T' FALL: AUG. - POSSIBLE MINIMUM SETBACKS FRONT 50 C ~~~c~NG ~+OPE ~ ~
AND MIXED WITH LL BE APPLIED UNIFORMLY LATE WINTER: ~ SEPT. 15 AUG. 20-OCT. 25 \ ~~sar FE"GE r sEE e~slw sccno" TH E SOIL DURING SEEDBED PREPARATION. FALL IS B FEB. 15 MAR. 21 FEB.I-APR. 15 ~ ~ aT REAR 30 ~ ~
~ i y \ ~ 7, ADDITIONAL EROSION CONTRO L MEASURES MAY BE EST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. 0 l ew,M REQUIRED DEPENDIN OF KOBE LESPED VERSEEI SIDE 15 ~ ~ OVERSEEDING SIDE CORNER 25 ~ ~
G ON FIELD CONDITIONS. EZA OVER FALL SEEDED FESCUE IS VERY EFFECTIVE. / / BfRM " , f-srae~uzE ounET olicH io n 8, MULCN TO BE TACK SOIL AMENDMENTS: E"o of olsruRSEO ~REa ~ !s wAS" ED OR MECHA / ED Si0"E WITHIN NICALLY TIED DOWN (xi4rERiAI SPEC6IE° BY ENGMEER) 1 _ ~ TWO DA APPLY LIM ~ p ~ ~
YS AFTER MU E AND FERTILIZER ACCO LCH IS SPREAD. RDING TO SOIL TEST OR A o~r,~ _.:.._::_i' GROUND AGRICULTURAL LIMESTONE ~ PPLY 4,000 LB/ACR! ' r"I a, N Ooo LB/ACRE VII ~ .
AND I OOOLB/ACRE 10-10-10 FERTILIZER. °jrcy MULCH: ' C NI Y T M AP s .IZER. NT ~ z U
APPLY 4,000 LB/ACRE GRAIN STRAW OF slu FE"cE MULCH. ANCHOR EQUIVALENT COVER OF ANOTHER SUITABI x STRAW BY TACKING WITH ASPHALT NE HER SUITABLE $E 'j, Z
CRIMPING WITH A MULCH ANCHOR TOOL. A ~ TTING, OR ROVING OR BY AnoN nF 8 RM AND FlirFa C DISK WITH BLADES SET NEAR DIMENT BASNN DESIGN DATA SHEET m VING OR BY Sediment Disturbed Draina e Store e > 3
AN BE USED AS A MULCH ANCHORING TOOL. LY STRIf EARLY STRIGHT g 9 Storage Storage Size mid Size bot Size t Q10 Weir L x Basin Area AC Area AC Re wired Provided pe th ft L ~ ~ m
MAINTENANCE: REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY W L W L VJ cfs Len th ft ~ rn rn 1 1.25 1.25 2250 2280 3 19 4 _m
RIP RAP MOWED ONCE OR TWICE A Y ADEQUATE. MAY BE SEDIMENT EAR, BUT MOWING IS NOT NECESSARY 0 13 34 33 54 3.52 1.17 ATE. MAY BE 2 1.45 1.45 2610 2640 2.5 22 t\ '0
BASIN FERTILIZE AND MULCH DA .RESEED, MAGED AREAS IMMEDIATELY. SEED, 46 17 43 35 61 4.08 1.36 ~ 3 1.39 1.39 2502 2520 3 20 42 14 36 34 56 3.9i 1.30 _
FORMULAS USED: _
Sediment Storage Required =18000.F, x Distufied Area AC
' ( ) coP}ryht m , zool Sediment Storage Provided =Length(at midpoint) x Width(at midpoint) x Depth avrl?>3c A~"Ta ~j-
:r • All R~hta Reserved. ~~:tion or use Q10 = CiA; A =Drainage area to basin of the content of the ev_s-+ent, or
Weir: Qweir - CLH3/2 odd'~:ima or deletio^a tc doamant - in afiae or in part..'''..-o.:.rklen con- aent o1 gNLTEK ASSOGA P.A., is
M ~'.$Ap NO PRpit81 TED.
• 23 pRTH G' `13 CLAY T. ~ DIANNE G. STRIC
KLAND P.B. 20 PG. 237
D.B. 1347 PG. 535
CREEK HAS BEEN FIELD f .-:.a.Y -
LOCATED ON WESTERN NOTEI 50 TAR-PAMLICO CREEK BANK. CENTER BUFFER TO BE PRESERVED ~ A M I - ; L CO t. :SERVED ~ ~NDISTU
LINE OF ALLEN SPRING r.
BRANCH IS PROPERTY , ,.E,
LINE. - N ~ ~ d
O \ C
ALLEN SPRING B a RANCH • G ~ . •l_ _ ~ ~ ~ rJ
E~ ~ o C~
_
9Q O ~ ::F., V ~ v,
$IDr - ~ - a 7...... ...-,.~a v
.......ry LOT I
~ a ~ P.S. 23 PG. q3..... ~ O
F_ . Q ~ O
. . { ~ ~
J: O ~ • SIP ~ ?M ~ 3 ~ ....1....... IP P ~r lrJ ~I
. • , _ ~ t~° sr~IM~lr ~~IN ~1 pip - 3 O r ~ 175........... V
ro e i s ~ . : • - - . - - 25 85
= S.5 • R • 80~ W=S
s^ O
S 0 ~5I r r T /5~ r ...............qa,...........~ F I ~ IN DOR DA G. NORTON .
LOT 2
RIP R,~P ~ LOT b 5tl,T f~l~ P.B. 23 I'G. q3 • s,.qo,.......... _ ~ ~
. G~_ . • 2/gg2 ~ ...I,~. =1.5, i..... ~ r :....1 ~ 2ao • • ~ 3.. 1 1 t `'I~T..t7J.4~$IOAI...........~n~ ti
q . r ' , r ~ 25 ~ I ~ ~ ...........OtfGH
ryr. 6 ~ " ~ 1 \ \ J 1 ..3t3,000 sq, ft...l.......~ ~ ~ ~ 21~.........
: ~ - ~2C0 , t 1 / ~l
i'•.. S!!.t' ~ ' ' NOTE TEMP. ~ ( , sr~ ~ , 1 ~ I - 4+I$.38 ........2 ~0-~ / q
0 . S. - - CUL DE ~ ~~ON r LOT 8 ' . D~ Tom..... + ~ ta•
~ ! ~rE ~ 1 i.
. ~ : ~ I;• 3 ~ ~ ~ ~~00 APRON TO BE :A _ .
q~ . ~`1f:E...... r ' , L=6 FEET ~ Oq.65' . ~
• ~ . 3+ W=3.q FEET' ~ 7 ~ ~ CLASS I RIP RA - - - -
f~`~ • ' , \
t' / ~ ~ ~ 1.0 X rJ .I . "°'r.TThyQt Q - E~ q ~ I
f ~ TRACT 2 / ~ / Vj ~ OMI IVY ~ <50 >j~ . _ ~6/.~~ Rl~q •
MRS. R TU HEIRS ;f.. / ~ LOT 4 P RNER ........412: . Iq Oq. :5,459 sq, ft. PG 80 W~ - i. I ~
z ~ - r . . I 3 r ~
. . J= , a NOTE: TNERJ= IS A RIPA • / ~ • / N~~ IS RCP i L-_.~ ---J _ .
RIA ~ ~ ~ N/ ~G ~ ~ ~.•7 BUFFER 50' ON EAGH'~SIDE ~ r
r . OF INTERMnfANT ,.STREAM. ~ ~ I .r ~ft. 1 . 1 ~ ~ ~ ~ ~ - - - - - LOT I
Tg1S ....o'' ftEf.~ ~ \ \ ..•.f.. ~RFa T IrU / : 3i ...f• a ` P.B. 23 PG. q3 ~ t...... - - ~ I
' ,I,I , „ R7~Et~ P .otr ll . ZAl L AL llI I CII lli11 ~ T \ LO! ~ ~ ~r ~ ....~1 30 002: ~ I ~ . N~~:'• I L. ' I I
~.?n'i Sly ~ ~ • TENSIONS FtrNC~ Ta Ex~r ~ .r qtr /Q J ~ 130~i~01 Ft. I - / ~ 0.6q Acres O~j ~ Q m r ~
Y ~ ~UM~ITS JOINfNCo DIS PLEAS TURB~ro E NOTE: _ DITCH 240....~~.~ FIBER OPTIC LINE ~
Qlo S,(°/ul SS No. DftU W(It1 B(It) ~ RUNS ALONG R/W iH:V) ro Stabilization ACROSS PROJEC ~ I N - I O C
T : , : - - J .N
_ ENTRANCE. BEFORE • DIGGING CALL ULOGO R/W ~ , TIE LINE ~ . S12'00'22' E CGS M UME T
3 .0 3. I . OR UTILITY COMPANY. a o.030 ,q tJ - ~ ~ ~ BRADLE7 ~ - +00 ........~7,~14............ IIg0.07' NAD 83 GRID COORDS. CL - _ ~ .
Z 32 ,c~G3~,,~ 5.0 3.1 o
2A o,030 3,~ N~6 5c .z2 lo.b ISo 3:1 l.5 9 0 0 B11^L CL E 2, 26q, 740.582 .........................................I.I-.MILE.................... TO TAR RIVER
3 z.8o .030 5.47 N~ G3 ~ o,0 3~1 (,5 ~ GR,4VEL CANS'T ,,~tet???errrt?f~ TO S,R. Ig21 SOUTH N.C. 581 ~ • ~
4 ° 0.030 5.51 NaG G ENTRANCE ~ .ANC-,r;~ L = IOOI (60' PUBLIC R/W) Q
o, ~ 2.1b 3:I .5 3~v I 9 0 0 5 0 ~ .030 2.31 NFU SGISd .O:.c~~ ti
2.26 3:1 l,s 9 a I~ P ~~f M~N1- o r : fir- ~•.9 ~ ~ a36sIN ~1_ 2 :e
~ O.o3o I.74 f~ 0,64 ro.4 ;:I N scl5o 1.5 ~ISTtJtz - - : e ~ ~ ' ~ ~ - I.45 Gam. s.
° D.0 3, ~Z G 1L~i~
8 N~ sc15o 4 3.1 ?.5 ~ 0 . .Q' ,F+,,
g I, .20 G o 2 I o.9 5 3; I I, 3S I,~¢c{ Q~~• .E ~ ' ~ `
5 R ~ 0.03 0 1 ~ 85 N U sG! 510 o. ZG, o. 9S 3:I 1.5 KIP-K
9 c °.030 .2 I 5 NFU scl KIP-I ~ 1, .at ZAP Al RON DIAZLNSION ~ t Z~
S CONS - TRUCTION SEQUENCE: I Drawn by.
STRUCTURE NO. V . OBTAIN GRADING PERMIT FROM THE NCDENR TH ZONE LENGTH WIDTH p LAND QUALITY SECTION. _
o ZONE EPTH COMMENTS ~ 2. SET UP PRE-CONSTRUCTION CONFERENCE Oh-SI E WITH THE A roved b
ccJC.~r ~ GENERAL NOTES: I r EROSION CONTROL INSPECTOR (TELEPHONE qiq-~71-4700 pP y t (o TO DISCUSS ) TH ~j, S ~ G EROSION CONTROL MEASURES.
I, STABILIZATION IS THE BEST FORM OF EROSI W L> f~ 2 fZlf' i~P 3. INSTA 2 , LL STONE CONSTRUCTION ENTRANCE, SILT IV RSI Date:
TEMPORARY SEE ~ CONTROL. ~ ~4, 2 ~ LAR DING IS NECESSARY TO ACHIEVE EROSION CONTRO ~ No~+~ GE DENUDED AREAS AND ESPECIALLY WHEN S S f DITCHES AND SEDIMENT BASINS, CLEAR Oh_" t,8 NECESSARY 8,5 (.5 cuss _ r•,r, I Wp ~ TO CONSTRUCT THESE MEASURES. 8-9 2u~1
~me?(c,>?~ Gre.~,, IS REQUIRED AS PART OF PECIFICALLY ~Gi'?'N2~~t ma4~~ THE PLAN. THE CONSTRUCTION SEQUENCE SHOWN ON 4. CALL q1q-571-4700 FOR AN ON SITE INSPECT:O'd BY EROSION
No?~(1 ~n^u'1~2~h C~rreh SGI~ ~ ALL DENUDED AREAS LEFT IS {'Gn^ b°?2 WORKING DAYS OR 30 CA EXPOSED WILL, WITHIN 15 CONTROL INSPECTOR. WHEN APPROVED, 6EsIN CLEARING AND Job name:
f ~SGn+i - LENDAR DAYS OF ANY PHA GRADING, WHIC~IEVER PERIOD tS SNOB SE OF GRUBBING OF THE SITE. STRIC~8" 5. MAINTAIN EROSION CONTROL DEVICES AS hE;GE.
c GRAPHICS ~a~ 2. SITE AREA: 28.05 TER, BE SEEDED AND MULCHED. ® CALE ~ ACRES /L G DISTURBED AFCEA: ACRES 6. STABILIZE THE SITE AS AREAS ARE BROUC-+--f T~ FINAL GRADE.
/ Q~ o so goo soo SOIL TYPE: 7. ALL EROSION CONTROL MEASURES SHALL EE CO':STRUCTED IN ACCORDANCE WITH THE NC EROSION AND SED.t~~h'T CONTROL Scale:
/ 3. ANY LAND DISTURBING ACTIVITY GREA CONDITIONS OF THE GFNFi?ei PFDMIT TER THAN 5 ACRES REQUIRES COMPLIANCE WITH AI ~ PLANNING AND DESIGN MANUALS, US DEPT. 0~ AGRICULTURE, 1 "=100' H
A 60 _ US SOIL GONSF`RVATICkJ SFRVirF
PO NATIONAL POLLUTANT DISCHARGE ELIMINATION SYS t STORM WATER UNDER THE 8. THE CONTRACTOR SHALL DILIGENTLY AND C-IN'T tiJOUSLY (V)
¢ ANY PERMIT NON CN IPLIANCE IS A VIO NCG01AONOE) PERMIT ACT A TECLEAN WATERNO ~ IN FEET) MAY REQUI CATION OF THEM RE ENFORCEMENT ACTION BY THE NORTH CAROLINA ND MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES
1 inch = 100 ft. OF ENVIRONMENT, HEALTH AND NATU DEPARTMENT RAL RESOURCES. TO MINIMIZE EROSION. THE CONTRACTOR 5"A L! MAINTAIN CONTACT WITH THE EROSION CONTROL IN5=EC70R
~x THbN ( ' " U S o of G~ ~GYr Nbt, U-?~~1tJ~t, is To 136-= IMr,4c:'~ 50 THAT PERIODIC INSPECTIONS CAN BE FE----'F02^1ED AT Sheet No.
APPROPRIATE STAGES OF CONSTRUCTION.
(H NQ 40l f'~RNtn' K W '9- #z. ~ y.
4 11 2 of

- .rte
w (6. WN. SEEDBED PR SEE ) EPARATION NO DING MIXTURE
i0P OF gE'Ry TES: sP I. SURFACE WATER CO ECIES RAT PREEeoAao (u.",) NTROL MEASUR TALL FESCUE E (LB/ACRE
DESIGN MCH WATER ACCORDING, ES TO BE INSTALL ~ TO PLAN, ED SERICEA LESPEDEZA ~ sPIEEwer cRESr r (~iN) 2. AREAS TO BE S 00 REFERENCE: BEING THE LAND OF ~ ~
"'Ax~NU>a EEVEI or sED,uENr EEDED SHA KOBE L 20 ('S' WITH AVAILABLE TOP LL BE RIPPED AND SPREAD ESPEDEZA (cEEw a+sw our wREN SOIL 3° 10 CLAY T. E DIANNE G. STRICKLAND DESCRIBE ISS • IRON STAKE SET ~
rNis EEvEI aucNEO) aEAN our srAxE <':r' 3. LOOSE ROCKS DEEP. IZ• j5 WASNEp STONE V' ROOTS AND OTHER OBST SEEDING NOTES: IN DEED BOOK q51 PAGE 15 D EIS o EXISTING IRONS ~ ~ 8. EPK ~ TAKE I
_ r ~ Z e. BE REMOyE ~ RUCTIONS 4Ax. D FROM THE SURFACE SO THAT SHALL I. AFTER AUGUST 15 U _ z= iz „x==` NOT INTERFER THEY WIL SE UNSCARI EXISTING PK NAIL C ~ PKS ~ PK NAIL SET I 1 ~ n
E WITH THE ESTABLISHMENT AN L 2• WHERE PERIODIC MOWIN FIED SERICEA SEED, - _ - OF VEGETATI D MAI G IS - ON, SURFACE FOR FINAL SEEDEE NTENANCE SERICEA AND INCREASE PLANNED OR NEAT APPEARANCE IS D ECM p EXISTING CONCRETE M ~ ~ ONUMErrT rn
PREPARATIO D KOBE L ESIRED N, AT FINISHED GRADES SHOW 3. TO EXTEND SPRIN ESPEDEZA TO 40 LB/ACRE. ,OMIT CP ~ COMPUTED POINT m :D, OMIT
REASONABL N SHALL G SEEDIN Y SMOOTH AND UNIFORM ' BE MUDAGRASS. G DATA INTO JUNE, ADD 15 1( N IP ~ 4. IF NO SOIL TEST IS TAKE CO HOWEVER, AVER MID-APRIL IT I ~/ACRE HULLED BER- PP ~'a, POWER POLE ~ ~ ^ R/W RIGHT OF WAY ~ N ~ BER-
N, FERTILIZER AND LIME TO VER' S PREFERABLE TO SEED TEMPORARY BE ACCORDING TO SEEDING S NURSE s IN ADDITIO PECIFICATIONS ABO PLANTS: RRS • RAILROAD SPIKES Q~ I r C ~ EMPORARY ET 6 p N
~ N, PROVIDE 15 LBS./ 1000 S.F. Q VE' BETWEEN MAY I AND PHOSPHATE. F SUPER- SUDAN AUGUST 15, ADD 10 LB/ACRE ERR o EXISTING RAILROAD SPIKE ~ - PED ®PHONE PEDISTAL I T E ~ .v
~ CARRY RIP RAP UP 5, IF A GRASS. PRIOR TO MAY I GERMAN MILLET OR 15LB/A cuss I SOIL TEST IS TAKEN PRO SEEDIN OR AFTER AUGUST I CRE I sIDES OF SPILLWAr ('o' RP RAP , VIDE FERTILIZER AN G DATES: 5 ADD 40 1-B/ACRE RY ~ / / ~ - LII"1E ACCORDING TO 50 D E(GRAIN . 3 > 8/ACRE _
IL TEST REPORT. $Eg ~ ~ T-- r b. FERTILIZER AN T ~ ~/--slir rE"cE r - - AND (-SIX D LIME SHALL BE APPLIED UNIF FALL: AUG. P055lBLE YE(GRAIN). PROPERTY ZONED ~ ~ A-1 .;WY 581 ~ rL0005 ~
~ sEE BASIN secnoN Aernt ED WITH THE SOIL ORMLY ~ 25-SEPT. 15 / / ~ ~ 7. ADDITIONAL DURING SEEDBED PREPA TE WINTER: PARCEL ID # 276400186547 ~W ~
FEB. 15-MAR. 21 AUG. 20-OCT. 25 EROSION CONTRO RATION. FALL / E`47" e J srAS„ R L MEASUR IS BEST F FEB.I-AP E@ EzE ounEr mrcN ro " _ SQUIRED DEPENDING ON FIELp ES MAY BE OR TALL FESCUE AND LATE WINTER FO R. 15 MINIMUM SETBACKS FRONT 50 0 ~.PRING HOPE > _NAPEL t/'y REAR 30 ~ ~
~ " "~f ENO of o~sruReEO ARE, 8. MU CONDITI OF KOBE LESPED R LESPEDEZAS. ~ LCH TO BE TA OHS, EZA OVER FALL SEE OVERSEEDI (AIA1ERiA~ SPEUFlEO Br ENGINEER ~ ~ I ~5 wASNED STONE EC M , CKED OR M SOIL A DED FESCUE IS NG 'ERSEEDING SIDE 15 ~ C ~
) , WITHIN TWO DAYS _ HANICALLY TIED DOWN ENDMENTS. VERY EFFECTIVE. ~r~~ AFTER MULCH IS SPREAD. APPLY LIME AND FERTILIZER AC SIDE CORNER 25 ~ ~
°'kH GROUND AGRICULTURAL LI CORDING TO SOIL TEST, OR APPLY 4 MESTON 000 LB/A ~/ACR ~ ~ ~ E ~ t`
MULCH: E AND I,000LB/ACRE 10-10-10 ` CRE s'E' EENCE FERTILI APPLY 4,000 LB/A ZER. x CRE GRAIN STRAW OF EQUI ~ N
MULCH. ANCHOR STRAW BY TACKIN W VALENT COVER OF ANOTHER SUITABL ATION OF B RM AND Fl rF CRIMPIN G ITN ASPHALT E V I ~I N I Y A P SUITABLE NTS U ~ Z U
G WITH A MULCH ANCHOR TOOL. A DI ' NETTING, ~ ROVING OR BY CAN BE USED AS A MULCH ANCHORING SK WITH BLADES SET NEARLY STRI H OR BY _ SEDIMENT BASIN DESI ' ~ ~ Sediment Disturbed Drai GN DATA SHEET z
MAINTENANCE: TOOL. G T ~ STRIGHT Wage Storage Stora a Basin Area AC Area AC 9 Storage Size mid Size bot - m 3
RIP RAP REFERTILIZE IN SEDIMEN THE SECOND YEAR UNLESS T BASIN MOWED ONCE OR GROWTH IS FULLY Re wired Provided De ~ Size;'to Q10 Weir > x 1 1.25 1.25 225 ~ L W L W L YJ cf O m
TWICE A YEAR, BUT MOWING IS NOT N ADEQUATE. MAY BE FERTILIZE, AND MULCH DAMAGED AREA ECESSARY. RESEED IAY BE 2 1.45 0 2280 3 19 40 s Len th ft ~ ~ ~ 1.45 2610 26.40 13 34 33 54 3.52 1.17 N r- m
S IMMEDIATELY, ` 3 1.39 1.39 2.5 22 48 17 43 35 61 2502 2520 4.08 1.36 r -p
3 20 42 14 36 34 ~ -p 3.91 1.30
FORMULAS USED' - ~4;,~.;„y Sediment Storage Required =18000.F, x Disturbed Area AC
Sediment Storage Provided = Length(at midpoint x Width at mid i t W . ht
Q10 = ci - ~ ( po n j x Depth caPKg m. zoo A, A -Drainage area to basin awLTEK ASSOgAT~
p Mqp .8. 2 No,~T Atl Rights ReseveG -~n-~'^ ar vss Weir. Qweir = cLH312 ar the content of tt~ :r~sr'^c': or
3 '°G. N 93 CLAY T, ! oddltions or ddethr:s = ~mait In rhde or In Part, ~ .ritten ar- sent of g1AL1}]C A~J+l P.A., h
DIANNE G. STRICKLAND P,B, 20 PG. 237 PROHIBITED.
D.B. 1347 PG. 535
CREEK HAS BE LOCAT EN FIELD NOTE: 50' TA - ED ON WESTERN BUFFER R PAMLICO
CREEK BANK. C N TO BE PRESERV A5 V ~ t. .D A5 UNDISN ~ -
LINE OF E TER ED NDISTI ALLEN SPRING BRANCH IS PROPERTY `
LINE.
ALLEN SPRING B t` ~ RANCH
• . .
0 a ~ ~ - a. ~ - - • c~ '~i N
P 5 ~I ~ ^ o
~ _ - • . _ v.. SD' , ~ ~ ~ - ~ o
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• ~j ~ \ w~ . LOT I v m
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. s '
. . • . Q O
cr.~..1 i'IP rz~~ SIP `,~IM~r I~ ~1° 3 ~
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J~`.' ~ ar. q ~ ~
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~ r , .....DORINDA D. NORTON ~ ~ • . . T:. ~ q
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;per.. . fit... b4..M..~.......~ .1~.5r 90~.......... 3 PG. q3 .....r.. I ~
~ ryP, 6 p1„6~~ ,..1........ ' / ~ • 200 ' ~ ~ Vj . , • ~~..~Jv~$latd.•........ ~ •
b ~ . ...3f7; 00( -200............ o~ ~QT•.~ ~ • ~ ..3f7.... I ~ ~ ~ cn Oh"U{.~frP~ m - - _ v ~
• . o.~ ~ 1 ~ t•.. ~ 2 . ~ ~
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~ ..~N Air _ c- ` ~ LOT 8 , ~ - L ; A~r4y....... • •
~ t f ~ os , i F: N ~
, ~ sits do'E G: ~ is • ~
' 'APRON TO BE ` ~ 3 I ~ ~ rr ~1.. ' ~ L=6 FEET ~ .A 'i ~ r~ V
o 54 • ~ S ' W=3.q FEET ~ _ ~
``c ~ ~ ~ R P ~'Nq: F . CLASS I RIP RAP + : ~ r , • - - _ ~ . I.00
r RACT 2 ..........MRS. ROM t ~ ~ ~ ~ S /V ~ ~ Q- E~ rT:_
• IE M, TURNER HEIRS ~ ~ ~ ~ ~ ~ l~~ , / ~ LOT 4 ' P.B. Iq PG. 80 P T q
4/g ~ , 'OQ' "X = '5 l ~ 5,45q sq, ft. ~ ` ~iy o a~ w ~ ~ r • I v
o ~ ~ I r i
4~ N NOTE:•'THERE~ IS A RIPARIA • ~ ~nI / ~ ~nI ~ IS RCP L -
. BUFFER 50' ON EACH' ~ ~ / ~ IDS OF (NTERMITANT .S T :OT 3 ~ _ l 6.24
TREAM ' ~ 3 1 ' I \ TH S o 2E l : ~ 0•b / ~ ~0.6- t0/ ~ i tY : ~ - - - - - LOT I •
. UNDISTUIzp,EtJ ~ . OIUAI, lll i'C1I lllh ~ f ~ ~r~r 6.0 , ......................y~?!t1-l SIB ~ 11 _ i ~ P.B. 23 F'G. q3 i......
1LNSi0NS ' ~ • F~NC~ To E o~ - ~ - I ~ ~ i L. ~ I ~ 30,002.. Sy, ~ ~ 1 : N
DITCH , \ tsbJplNfNC~ fltS Qlo S,(%) SS 2 P
N0. D(Itl W ( 40.. :T~~ LEASE NOTE: (U B((t) FIBS ~5 IH:V) Vio $tabili R OPTIC LINE f
zafion RUNS ALONG R/W I i _ _ I
ACROSS PROJECT I 2,0 ENTRA 3 ,D 3~ I NCE, BEFORE • N
' ~ DIGGING CALL ULOCO 2 ~ ° 0.030 o - ' TIE L Nr 'v~
OR UTILITY COMPANY. . , 3: I 2 '6'U G 3'~ 2A z.~2 ° o,a3o 3 ~ SI2'CO'22`E NGGS MONUMENT
o -3.1 l.5 ° ~I`~ CL - _....................2g7,gq!........... "BRADLEY" a~ 1190.07' NAD 83 GRID COORDS ~
3 ~ 0.030 7'~ o,0 3:i '47 N'6'b G3 ' r, N = 781, 032.703 L..._.........
) • 5 o 0,030 3 . 80 2.11, 3: I ISG G r~ ~ . I.I MILE TO TAR RIVER E = 2,26q,740.582 ................................TO S.R. Ig21 RAVEL CONS'T
) 1.5 5 0 ~ 0,030 Z, ENTRANCE SOUTH N.C. 581 I ,S~ilTUi"rri
Z, ~ 3:I 31 Nay X150 L = 100 (60' PUBLIC R/W) CA - `'psi
0,6 ~ 1.74 f ~ 4 6,4 ;;I i N G SGiSo . 5 0 ~ ~?I5 f P ~ ~IM~~1r o 4 . ~ , ~~IN N~ 2 ; ,o , , ,
8 .0 3, ~2. N~~ 4 3:( I,r, ~ $G15o 1?ISTIJizt3;?D - r : 'tiESSI~ ~ , - I.45~. o .~e -
8 I, i ° °`030 .2~ Q = SEAL
2 0.95 3; I I, 1~~ G 350 5 9 0 = 1297E
°.03o I. a5 N U x F~~'•~i `
~ c °.o 0 3 I.25 N~~ sc ~ .r ` ,
i 5r~ KIP-IZAI AI I~ ZA.I AI RON I DIAZLNSIONS
CONSTRUCTION ~ •'a.~t .,FQUFNCE:
STRUCTURE N0. Vo ZONE LENGTH I. OBTAIN GRADING PERMIT FR Drawn b . LENGTH OM THE NC7ENR, Y
GENERAL NOTES: ~L~~r ~ WIDTH DEPTH COM LAND QUALITY SECTION. TH MENTS 2. SET UP PRE-CONSTRUCTION CONFERENCE
I . STA q 7 BILIZATION IS THE BEST FOR 10 r ~ r EROSION CONTROL INSPECTOR ~ a _E WITH THE ,
• TEMPORARY SEEDING IS M OF EROSION CONTROL. WUV~ Z ~ Noy}(, O NECESSARY TO ~ 2 ~ 5' S ~ G TO (TELEPl~ONE ,l -~71-4700 ^pproved by. ~ ~tp P DISCUSS EROSION CONTROL MEASUR ) ~ 3. INSTALL STONE CONS - TH
QYherl ~ Uri A N LARGE DENUDED AREAS ACHIEVE EROSION CONTROL I G3~ Is G'vr2yl REQUIRED AS PAR ND ESPECIALLY WHEN SPECIFIC ALLY B~ ~ ~ S t DITCHES AN TRUCTIDN ENTRAtvG'E, S.L DIVERSION G[~5 ~ D SEDIML"NT BASINS. CLEAR ONLY AS NECESSARY vote:
N°~tl~ ~'Y`o?' pan ~ tna~-Ih T OF THE CONSTRUC I U~ SGI~,p IS THE PLAN. ALL DENUDE TION SEQUENCE SHOWN ON fiGnzl b~?d ~ D AREAS LE TO CONSTRUCT THESE MEASURES.
f ~~n,~_ WORKING DAYS OR 30 ~ EXPOSED WILL, WITHIN I C+ ~ GRADING WHICH CALENDAR DAYS OF ANY PHASE 0 5 4. CALL qlq-571-4700 FOR AN ON SITE INSPECTOOr. 31' 8-9-20C CONTROL INSPECTOR. WHEN APPROVED B= EROSION
GRAPHICS )'ka}I EVER PERIOD IS SHOR F / ~ GALE 2. SITE AREA: TER, BE SEEDED GRUBBING OF THE SITE. -GII` ~LEARING AND ;ob name:
~ ~0 DISTURBS 28'~ ACRES AND MULCHED. NQ ~ ~ 10° zoo SOIL D AREA: ACRES Op ~ 3. TYPE: 5. h'fAINTAIN EROSION CONTROL DEVICES AS N.ED=)?. STRIC581 6. STABILIZE THE SITE AS AREAS ARE BROUG-~T -C FINA
ANY LAND DISTURBING ACTIVITY a Ob CONDITIONS GREATER THAN 5 A 7. ALL EROSION CONTROL MEASURES SHALL 8= L GRADE.
~ P OF THE GENERAL PERMIT TO DI ORES REQUIRES COMPLIANCE WITH NATIONAL PO L SCHARGE ALL ACCORDANCE WITH THE NC EROSION A " - GO~,STRUCTED IN PLANNING AND DESIGN MANUA hD S=DIt~E;N7 CONTROL kale:
L UTANT DlSCNARGE ELIMINATION STORM WATER UNDER THE (IN FEET) ANY PERMIT NON COMPLIAN SYSTEM (PERMIT NO US SOiL CONSERVA I LS, US DEPT. OF F.GRICULTURE, T ON SERVICE, 1 ~~=100' 7
MAY REQUIRE ENFORC CE IS A VIOLATION OF THE CLEAN NCG010000), 1 inch = 100 it. OF EMENT ACTION BY TH WATER ACT AND ENVIRONMENT. uFei ru A.In . E NORTH CAROI (Ne nFDA~rnn r.i-r 8. THE CONTRACTOR SHALL DILIGENTLY Ar\D C-~IT MAINTAIN ALL EROSION CONTRnI nFlilrr=c ~ ~~S~Y..__
4. L-r jJ ` r'`t rYL nH UKAL RESOURCES. cry TA T7 N TO MINIMIZE EROSION. THE CONTRACTOR 5-1xALI MA NTA N 5
f ~ of JUWS~G foN ' T pt. ~?JN~t, Is Ta f~ lM (@ c.UlvE~r N • 2 E'~c(~D CONTACT WITH THE EROSION CONTROL INSPECTOCZ SO THAT PERIODIC INSPECTIONS CAN BE PER-ac'1ED A
f H~~{~z~ Na o 4 ! err is N~ss~s~. APPROPRIATE STAGES OF CONSTRUCTION. T
7eet .
f

O
R..~=~-'+C_: E'sEING THE LAND OF * c Cam" ~ 4.'dtiE G. STRICKLAND DESGRI>r~ r55 • IRON STAKE SET
D.=D BOOK 951 PAGE 158. EIS o EXISTING "RON STA.C_ ~ ~ - EPK A EXISTING F'K NAIL ~
PKS A PK NAIL SET ~ ~ c
ECM p EXISTING C;ONCRETc Mr~._ '=':T ~ ~
CP ~ COMPUTED POINT PP POr~ER POLE ~
R/W RiGNT OF 'r~lA7 _ p N
RRS • RAILROAD SPIKE S- - .N ERR o EXISTING RAILRO~ 5= ~
PED ®P~IONE PEi)ISTAL I 3 ~ I - ~
_ ~
- _ _ N
_':z:;.. ~:t =~R~~G ~ ~
4 +`lt -c 1
P_~ 'P h'~ . 23 P TH 1.J 4^
G' 43 T ~ iTi ~ t`
e ~ ~ 0: C\:
VICINIT M P N~ ~ • Y A Z~
Z
m 3
X 3 C
~ ~ Q
t\ ~
r~x~t®, 4oD1 pNLTEK ASSOgATES, PA All Rlghte Reserved. ReprooL~=v T .x
of the content of thb dxr-c= z oddRione or de!etlone to ih': sr-1"s~~'
h while or N part, rlthout eenl of dNL1EK ASSOpATES. =t_ a
PRgiIBIIEp.
CLA" T. t DIANNE G. STRICKLAN); P.B. 20 PG. 237
D_B. 1347 PG. 535
CREEK 1-A5 =1cLD LOCATED ~==;=Kh
CREEK EA.NK. ~~'.T_R
LINE 0= A._.L.=~ S.=~ i "JC- BRANCN IS ~RG~=?cTl'
LINE. ~ ~^i
i~~` O fi
ALLEN SPRING BRANCH
L~ i
¢P~ _ . ~ _ . _ ~ X01( ~ • r.. S. ~ ~ d'~~S
2~ ~ ~ ©ys
~Q ' - o ~ ~1~»~ ~ q fi
~ • - P~' - 1 ~ I_oT I ~ - 0 +
_ . ~ P.B. 23 PG. 93 - 'V O
~ c
~~j ' ~
....j 1/V ~ ~
W ~ w _ ~ ~ _ _ _ ~
- - ti
~ . 1 ~ ~
~ l v~ e
~ R ~ ~ 7~ , ' • ETlAlhlfv~ wF T o ~
TO BE DEV~~ _ DORINDA D. ~,JRTON ' LOT 2 -
AT A LATTER GET=. \ - 1 ' P.B. 23 PG 93 ~5I , _ ~F
~ ~ ~ \ 4' LG- 6 ~ _ _ ' ~ 2~~ ~ ~ v
..a a ~ o.E~..-,~ , ! ~ ~ ~ - m ' -
~ NOTE: TEi1 LCD - _ P. ~ r L4T'7 ~ ~ _
CUL-DE-SAC - ~ , 3Q; 000 ~ ~ ~ a
E _ O~ 14+18~ _ - 50~
_ ~ .I 8 ~ - RAID. l _ _ ......r....
_ / ~ - ~ ` ~ ` / ` \ 002 f ~ + / n.6a lc-~ - ~ ~ ~ .
~ ~
~ i -J
- i ' ~ / / i SOT 5 ~ ~ 3 ~d. 2 .65 3 r ~ _
`J~c ~ ~ ~ 54,263 sq, Ft. ~ _ _ ~ ~ / 3.~ ~ x.- ~ o i .00 l':`
~ ~ 24 Acres ~ ~ ~ "~'hh%4 ~l JZ I C'? - ~ L.dT a
~ ~ ~ ~ ~ ~ ~ ~ TRACT 2
\ _ _ 151. P'fRS. ROMIE M. TU2t~tER N_=IRS 50.00- - - ~ ~ ~ LOT 4 151.. ~ R~l/ cti E307 sq, f _ - - - - 5b ATE - ~ ~ Ri1y ~ _G ' >
- ?.04, 55, 459 sq, ft. P.B. 19 PG. SO ~ ~ - 1.27 Arras ~ \ ~ L ` '.1! ~ r'~
~ ~ e. e: ~ t
ERE IS A R PARIAH / 3 ' ~ = 96.24 LOT ~ , ~r
t~ SUFFER DSO' ON EACH S! DE ~ LOT 30~ / GAF I N-ER"11 TANT STREAr1. 30,000 ft. ~ ~ ~ - - - - - LOT
. ,~i ~ ~ P.B. 23 PG. 93
% ~ - 316 l r....,, 30, sr,, f~. LOT
l- ~ 30,001 sq, ft. u: m
1 PLEASE NOTE= - \ ` ~ _ ,,r $ - - "0.69 Aa-es Q'
~ - FIBER OPTIC LIN= 1~1•c10' ti RUNS ALONG Rl'r, ~ N
ACROSS PROJEC- 6 ~p,~kss~ - _ 8 'y
~ ENTRANCE. BE=C• - - I fir. 8 2. f.Q.E NCGS i'10NU"iENT y
~ ' DIGGING CALL UL;~..C OR UTILITY COf iPA.`v1'. EOP ~ i eBRADLE7' ~
- - _ - _ _ ~ ^!AD 83 GR D COORDS. CL - N = 781,032.703 G.
o - = 2; 269, 740.582 BLl~ . . _
LI MILE 50~'Ti~-I N.C. 58! TO T~.R RI dER ,~i~uuurcrtrr
TO S.R. 192; !6.?' ~3_IC R/W) N CaAp ~
• ~ESSf
t I Q' 9~.
EAL f S
12975 =
.G r
. c - K
5
• ~ .Za.Of ~ . ~ ` f E _
Drawn by.
TH
Approved by.
~zENERA- TH
.TOTAL = --c~'OSED X75 = = f~INIP1U"'I L..r` S Z. = 3~ 000 S~ Date:
ZONING: A-'
:.SETBACKS: ~ 8-9-2001 _ - 2~ SIDE CORNER Job name:
=ct=.~
2. ALL c:>,~ _v BE N SUMMIT HILLS ACCORDA4C= `-C?_: i ANC
. GRAPHIC S CALF t1A5N COJ".-" 5...=D S a1 ORDINANCE
a STANDA~c.~ . Scale:
r'iR. CLA" ~ =~~4~ 1 "=100' -
1280 I'1AC~?. _ =c0-~ SPRING *•-D== _ :r.ROLlrv.~ 27882
( IN F%TT PHONE: 252-~`-~ 2
i inch = 100 ft 4. LINEAR PROPOSED= 1,042 L=.
Sheet No.
07 G-T
1 of