20060232 Ver 1_COMPLETE FILE_20060210

O?0 WATf9
1

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
April 7, 2006
DWQ Project # 06-0232
Nash County
R. Jackson Smith, III
Morganshire Partners
1704 Evergreen Avenue
Goldsboro, NC 27530
Subject Property:
Sandbridge Subdivision
Ut to Toisnot Swamp [030407, 27-86-11-(1), WSIII, NSW]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Mr. Smith:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.09 acres of wetland, 106 linear feet of stream and 12,631 square feet (ft) of
protected riparian buffers (7,840 ftZ Zone 1, and 4,791 ft2 Zone 2) for the purpose of constructing the
thoroughfare road at the subject property, as described within your application dated March 30, 2006, and
received by the N.C. Division of Water Quality (DWQ) on February 3, 2006, with more information
received on April 4, 2006. After reviewing your application, we have decided that the impacts are
covered by General Water Quality Certification Number(s) 3402 (GC3402). The Certification(s) allows
you to use Nationwide Permit(s) NW39 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 per 15A NCAC 213 .0233. In addition, you should obtain or otherwise comply with any other
required federal, state or local permits before you go ahead with your project including (but not limited
to) Erosion and Sediment Control, and Non-discharge regulations. Also, this approval to proceed with
your proposed impacts or to conduct impacts to waters as depicted in your application shall expire
upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. 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 approval letter 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 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
One
NhCarolina
401 Oversight/Express Review Permitting Unit Natutally
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: httn://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Morganshire Partners
. Page 2 of 5
April 7, 2006
Amount A roved Units Plan Location or Reference
Wetland 0.09 acres PCN page 8 of 13
Stream 106 linear feet PCN page 8 of 13
Buffers 12,631 (square ft. - 7,840 ft Zone 1, and 4,791 ft Zone 2 PCN page 11 of 13
2. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
3. Erosion and sediment control practices must be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management Practices in
order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b.. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
C. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
4. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that the
Division of Land Resources has released the project;
5. Protective Fencing - The outside buffer, wetland or water boundary and along the construction corridor
within these boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15A NCAC
2B .0233 and GC 3404;
6. Diffuse Flow (No Review)
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate
before discharging into a stream as identified within 15A NCAC 213 .0233 (5). If this is not
possible, it may be necessary to provide stormwater facilities that are considered to remove
nitrogen. This may require additional approval from this Office.
7. Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream profiles
are not altered. Existing stream dimensions (including the cross section dimensions, pattern, and
Morganshire Partners
Page 4 of 5
April 7, 2006
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have
any questions, please telephone Cyndi Karoly or Ian McMillan at 919-733-1786.
AWK/Yn:
Enclosures: GC 3402
Certificate of Completion
Si cerely,
!Alan W. Klimek, P.E.
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
B.R. Kornegay, Inc., P.O. Drawer 1435, Goldsboro, NC 27533-1435
Filename: 060232SandbridgcSD(Nash)401 _NBR
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Morganshire Partners
Page 3 of 5
April 7, 2006
longitudinal profile) must be maintained above and below locations of each culvert. Culverts shall
be designed and installed to allow for aquatic life movement as well as to prevent head cutting of
the streams. If any of the existing pipes are or become perched, the appropriate stream grade shall
be re-established or, if the pipes installed in a perched manner, the pipes shall be removed and re-
installed correctly.
Culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of the
stream up or down stream of the culvert(s). Existing stream dimensions (including the cross section
dimensions, pattern and longitudinal profile) shall be maintained above and below locations of each
culvert.
Placement of culverts and other structures in waters, streams, and wetlands must be placed below
the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches,
and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow
low flow passage of water and aquatic life. Design and placement of culverts and other structures
including temporary erosion control measures shall not be conducted in a manner that may result in
disequilibrium of wetlands or streambeds or banks, adjacent to or upstream and down stream of the
above structures. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested in writing by DWQ.
The establishment of native, woody vegetation and other soft stream bank stabilization techniques
must be used where practicable instead of rip rap or other bank hardening methods. If riprap is
necessary, it shall not be placed in the stream bed, unless specifically approved by the Division of
Water Quality.
Installation of culverts in wetlands must ensure continuity of water movement and be designed
to adequately accommodate high water or flood conditions.
Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the §401 Certification has been
completed. The responsible party shall complete the attached form and return it to the
401/Wetlands Unit of the NC Division of Water Quality upon completion of the project. Please
send photographs upstream and downstream of each culvert site to document correct installation
along with the Certificate of Completion form.
8. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
919-735-5886
0. R. GWRNEGAV, INC.
LAND SURVEYING • ENGINEERING • PLANNING
P.O. Drawer 1435 • 300 E. Walnut Street
Goldsboro, North Carolina 27533-1435
OLP -?23?-
March 30, 2006
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Project: Sandbridge Subdivision
SR 1138 (Fire Tower Road)
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APR 4 - 2006
111ET gr -1VArER QUALITY
ANp STOR-U XTER ,,G.t
Nash County, NC
Per your letter dated February 17, 2006, please see the comments below.
Fax [phone]
1. Other street alignments were considered in the design process. The proposed
street alignment is required to meet NCDOT specifications and to allow for
appropriate sized road front lots.
2. Section VI, Item number 3 has been completed. Also attached are five copies of
the wetland delineation plan showing all wetland boundaries on the property.
3. All wetlands and streams on the property are shown on the wetland delineation
drawing.
4. Location of stormwater management practices are shown on the five copies of the
design drawings that are attached as well as calculations.
5. The detail for the level spreaders has been added.
6. The percent impervious of the site is included in the PCN form. Please note that
this is for the entire site upon estimated built-out conditions.
7. Level spreaders have been added to the plan.
Please note that the PCN for has been revised to request a Nationwide 39 permit. This
notification to NCDWQ is for Riparian Buffer impacts only. Per Daniel Taylor with B.R.
Kornegay's March 30, 2006 telephone conversation with James Shern with the U.S.
Army Corps of Engineers, the project will be permitted through a Nationwide 39 permit.
Please let me know if you need any further information.
Sincerely,
-7 J M.--74
Daniel M. Taylor
p@F=aeP= P
APR 4 - 2006
DENR - WATER QUALITY
Office Use Only: WtTW4DS AND STOR HATER 8RANCH Form Version March 05
USACE Action ID No. DWQ No. O LP - O Z13 a
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)__
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check her
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: R. Jackson Smith III
Mailing Address: Morganshire Partners
1704 Evergreen Avenue
Goldsboro. NC 27530
Telephone Number: 919-581-0666 Fax Number: 919-581-0067
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Jeffrey L. Kornegay
Company Affiliation: B.R. Kornegay, Inc.
Mailing Address: P.O. Drawer 1435
Goldsboro, NC 27533
Telephone Number: 919-735-5886 Fax Number: 919-580-9053
E-mail Address:
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property 'with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Sandbridge Subdivision - Road Crossing
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 2766006604530
4. Location
County: Nash County Nearest Town:
Subdivision name (include phase/lot number): Sandbridue
Directions to site (include road numbers/names, landmarks, etc.): From US-264 East, take
NC 581 South From NC 581 South Take NCSR 1138 (Firetower Road) East. Site is
approximately 0.5 miles on the North side of Firetower Road.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.5053 ON 78.0606 °W
6. Property size (acres): 18.5 acres
7. Name of nearest receiving body of water: Unnamed tributary to Toisnot Swamp
8. River Basin: Neuse
(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/mays/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The current land use of the site it agriculture.
Page 6 of 13
10. Describe the overall project in detail, including the type of equipment to be used:
A residential subdivision will be constructed with a total of 16 building lots. Dump trucks,
excavators dozers and hand labor will be used.
11. Explain the purpose of the proposed work: To construct a residential subdivision with a
total of 16 building lots
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. 'Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
Page 7of13
A road crossing will be constructed perpendicular to the flow of a first order stream with a
drainage area of approximately 64 acres
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
c-nrntaly list imnactc clue to both structure and floodina.
Wetland Impact

Site Number
(indicate on map)

Type of Impact Type of Wetland

(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
1 Road Crossing forested Yes 15 0.09

Total Wetland Impact (acres) 0.09
3. List the total acreage (estimated) of all existing wetlands on the property: 0.94 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
M110 he included- To calculate acreage. multiDIv length X width, then divide by 43,560.
Stream Impact
Number .
indicate on ma
Stream Name
Type of Impact
Perennial Intermittent?
? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres
I UT to Toisnot
Swamp Road Crossing Perennial 12 106 0.03

Total Stream Impact (by length and acreage) 106 0.03
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill- excavation. dredging- flooding. drainage. bulkheads, etc.
Open Water Impact Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma ocean, etc. acres
Page 8 of 13
Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Im act (acres): 0.03
Wetland Impact (acres): 0.09
Open Water Impact (acres): 0.00
Total Impact to Waters of the U.S. (acres) 0.03
Total Stream Impact linear feet): 106
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USAGE.
8. 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.):
Current land use in the vicinity of the pond:
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.
The nerennial stream crosses the entire width of the property. Therefore, crossing the stream
is unavoidable in order to access all portions of the property. Headwalls are proposed to
minimize width of the impact. Other street alignments were considered in the design process.
The proposed street alignment is required to meet NCDOT specifications and to allow for
appropriate sized road front lots.
Page 9 of 13
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.ne.us/ncwetlands/stn-ngide.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.
2.. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant'.s responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
Page 10 of 13
website at http://h2o.enr.state.nc.us/wm/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
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 (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the. applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a.
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify Neuse )? Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(square feet Mitigation
1 7840 3 (2 for Catawba)
2 4791 1.5
Page 11 of 13
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or.0260.
No mitigation is required on this site The amount of impact in the riparian buffer is less than
one third of an acre which is the minimum amount requiring mitigation stated in the Neuse
Buffer Rules.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface. exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Total acreage of the entire site is approximately
18.5 acres The total existing impervious acreage is 0 acres. The total proposed impervious
acreage including roadway, homes and driveway is approximately 2.0 acres. Based on these
calculations the percent impervious for the proposed site is 10.8%.
Level spreaders are proposed between the roadside ditches and the blue line ditch.
Specifications for the level spreaders are found on the erosion control plan and the detail sheet.
A level spreader is also included at the end of the drainage easement between lots 8 and 9.
Please note that the level spreader will be constructed after the temporary sediment trap is
removed upon completion of construction.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Septic tanks will be used
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
Page 12 of 13
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
htt_p://h2o.enr.state.ne.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
e.
3-'3o-o(p
AppliciX ent's ' natu Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
a
LEVEL SPREADER DESIGN
LEVEL SPREADER #1
PROJECT: Sandbridge
DATE: January 20, 2006
LOCATION: sta. 2+50 west side of ditch & north side of road
FLOW TO LEVEL SPREADER
4.26 acres= DRAINAGE AREA
0.13 acres= IMPERVIOUS AREA, (C= 0.90)
4.13 acres = GRASSED AREA, (C= 0.30)
0.00 acres = WOODED AREA, (C= 0.20)
0.32 = RUNOFF COEFFICIANT (C)
1 irdhr =RAINFALL INTENSITY
1.36 cfs = FLOW TO BE MANAGED BY LEVEL SPREADER (first 1" flush)
LENGTH OF LEVEL SPREADER
trees/shrubs : DOWN SLOPE GROUND COVER
1.33 ft/sec = MAXIMUM VELOCITY ALLOWED OVER LEVEL SPREADER (Table 3)•
0.058 ft = EQUIVALENT WATER HEIGHT OVER LEVEL SPREADER (Table 3)•
26 ft = LENGTH OF LEVEL SPREADER REQUIRED
7% = AVERAGE SLOPE FROM LEVEL SPREADER TO STREAM BANK
50 It = EFFECTIVE DISTANCE OF LEVEL SPREADER (Table 5)•
50 ft = WIDTH OF RIPRARIAN BUFFER
1.0 = NUMBER OF LEVEL SPREADERS REQUIRED
FORBAY
3% = IMPERVIOUS
3.0 feet = ASSUMED PERMANENT POOL DEPTH FOR WET POND
0.25 = SURFACE AREA TO DRAINAGE AREA RATIO (Table 1.1 from BMP manual)
464 sf = REQUIRED SURFACE AREA
93 sf = FOREBAY SURFACE AREA (20% of required surface area)
• Desian concept provided by,
W.F. Hun4 D.E. Line, R.A. McLaughlin, N.B. Rajbhandarl, R.E. Sheffield
North Carolina State Univprslty
Stormwator BMP Academy
LEVEL SPREADER #2
PROJECT: Sandbrldge
DATE: January 20, 2006
LOCATION: sta. 1+80 westside ofditch & south side ofroad
FLOW TO LEVEL SPREADER
0.18 acres= DRAINAGE AREA
0.06 acres = IMPERVIOUS AREA, (C= 0.90)
0.12 acres = GRASSED AREA, (C= 0.30)
0.00 acres = WOODED AREA, (C= 0.20)
0.50 = RUNOFF COEFFICIANT (C)
1 in/hr = RAINFALL INTENSITY
0.09 cfs = FLOW TO BE MANAGED BY LEVEL SPREADER (first 1"flush)
LENGTH OF LEVEL SPREADER
trees/shrubs : DOWN SLOPE GROUND COVER
1.33 ft/sec = MAXIMUM VELOCITY ALLOWED OVER LEVEL SPREADER (Table 3)•
0.058 It = EQUIVALENT WATER HEIGHT OVER LEVEL SPREADER (Table 3)•
2 ft = LENGTH OF LEVEL SPREADER REQUIRED
7% = AVERAGE SLOPE FROM LEVEL SPREADER TO STREAM BANK
50 It = EFFECTIVE DISTANCE OF LEVEL SPREADER (Table 5)•
50 It = WIDTH OF RIPRARIAN BUFFER
1.0 = NUMBER OF LEVEL SPREADERS REQUIRED
FORBAY
33% = IMPERVIOUS
3.0 feet = ASSUMED PERMANENT POOL DEPTH FOR WET POND
1.40 = SURFACE AREA TO DRAINAGE AREA RATIO (Table 1.1 from BMP manual)
110 sf = REQUIRED SURFACE AREA
22 sf = FOREBAY SURFACE AREA (20% of required surface area)
• Destan concept provided by
WF. Hunt, D.E. Line, R.A. McLaughlin, N.B. Rajbhandarl, R.E. Sheffield
North Carolina State University
Stormwater BMP Academy
w
LEVEL SPREADER #3
PROJECT: Sandbrldge
DATE: January 20, 2006
LOCATION: sta. 3+50 east side of ditch 8 south side of road
FLOW TO LEVEL SPREADER
0.22 acres = DRAINAGE AREA
0.06 acres = IMPERVIOUS AREA, (C= 0.90) (assume 3000 s.f. per lot)
0.16 acres= GRASSED AREA, (C= 0.30)
0.00 acres = WOODED AREA, (C= 0.20)
0.46 = RUNOFF COEFFICIANT (C)
1 in/hr = RAINFALL INTENSITY
0.10 cfs = FLOW TO BE MANAGED BY LEVEL SPREADER (first 1 • flush)
LENGTH OF LEVEL SPREADER
trees/shrubs : DOWN SLOPE GROUND COVER
1.33 ft/sec = MAXIMUM VELOCITYALLOWED OVER LEVEL SPREADER (Table 3)•
0.058 ft = EQUIVALENT WATER HEIGHT OVER LEVEL SPREADER (Table 3)'
2 ft = LENGTH OF LEVEL SPREADER REQUIRED
6% = AVERAGE SLOPE FROM LEVEL SPREADER TO STREAM BANK
50 ft = EFFECTIVE DISTANCE OF LEVEL SPREADER (Table 5)•
50 ft = WIDTH OF RIPRARIAN BUFFER
1.0 = NUMBER OF LEVEL SPREADERS REQUIRED
FORBAY
27% = IMPERVIOUS
3.0 feet = ASSUMED PERMANENT POOL DEPTH FOR WET POND
1.25 = SURFACE AREA TO DRAINAGE AREA RATIO (Table 1.1 from BMP manual)
120 sf = REQUIRED SURFACE AREA
24 sf = FOREBAY SURFACE AREA (20% of required surface area)
• Design concept provided by.,
W.F. Hunt D.E. Line, R.A. McLaughlin, N.B. Rajbhandart, R.E. Sheffield
North Carolina State University
Stormwater LIMP Academy
LEVEL SPREADER #4
PROJECT: Sandbrldge
DATE: January 20, 2006
LOCATION: sta. 4+00 east side of ditch 8 north side of road
FLOW TO LEVEL SPREADER
1.23 acres = DRAINAGE AREA
0.16 acres = IMPERVIOUS AREA, (C= 0.90)
1.07 acres = GRASSED AREA, (C= 0.30)
0.00 acres = WOODED AREA, (C= 0.20)
0.38 = RUNOFF COEFFICIANT (C)
1 in/hr = RAINFALL INTENSITY
0.47 cfs = FLOW TO BE MANAGED BY LEVEL SPREADER (first 1• flush)
LENGTH OF LEVEL SPREADER
treestshrubs : DOWN SLOPE GROUND COVER
1.33 ft/sec = MAXIMUM VELOCITYALLOWED OVER LEVEL SPREADER (Table 3)•
0.058 ft = EQUIVALENT WATER HEIGHT OVER LEVEL SPREADER (Table 3)•
9 ft = LENGTH OF LEVEL SPREADER REQUIRED
6% = AVERAGE SLOPE FROM LEVEL SPREADER TO STREAM BANK
50 ft = EFFECTIVE DISTANCE OF LEVEL SPREADER (Table 5)•
50 It = WIDTH OF RIPRARIAN BUFFER
1.0 = NUMBER OF LEVEL SPREADERS REQUIRED
FORBAY
13% = IMPERVIOUS
3.0 feet = ASSUMED PERMANENT POOL DEPTH FOR WET POND
0.70 = SURFACE AREA TO DRAINAGE AREA RATIO (Table 1.1 from BMP manual)
375 sf = REQUIRED SURFACE AREA
75 sf = FOREBAY SURFACE AREA (20% of required surface area)
Design concept provided by.,
W.F. Hunt D.E. Line, R.A. McLaughlin, N.B. Rajbhandart, R.E. Sheffield
North Carolina State University
Stormwater BMPAcademy
LEVEL SPREADER #5
PROJECT: Sandbridge
DATE: February 21, 2006
LOCATION: End of drainage easement between lots 8 and 9
FLOW TO LEVEL SPREADER
2.38 acres= DRAINAGE AREA
0.27 acres = IMPERVIOUS AREA, (C= 0.90)
2.11 acres = GRASSED AREA, (C= 0.30)
0.00 acres = WOODED AREA, (C= 0.20)
0.37 = RUNOFF COEFFICIANT (C)
1 Whir = RAINFALL INTENSITY
0.88 cfs = FLOW TO BE MANAGED BY LEVEL SPREADER (first 1" flush)
LENGTH OF LEVEL SPREADER
trees/shrubs : DOWN SLOPE GROUND COVER
1.33 ft/sec = MAXIMUM VELOCITY ALLOWED OVER LEVEL SPREADER (Table 3)'
0.058 It = EQUIVALENT WATER HEIGHT OVER LEVEL SPREADER (Table 3)'
17 It = LENGTH OF LEVEL SPREADER REQUIRED
6% = AVERAGE SLOPE FROM LEVEL SPREADER TO STREAM BANK
50 ft = EFFECTIVE DISTANCE OF LEVEL SPREADER (Table 5)'
50 ft = WIDTH OF RIPRARIAN BUFFER
1.0 = NUMBER OF LEVEL SPREADERS REQUIRED
FORBAY
11% =IMPERVIOUS
3.0 feet = ASSUMED PERMANENT POOL DEPTH FOR WET POND
1.34 = SURFACE AREA TO DRAINAGE AREA RATIO (Table 1.1 from BMP manual)
1389 sf = REQUIRED SURFACE AREA
278 sf = FOREBAY SURFACE AREA (20% of required surface area)
Design concept provided by,
WF. Hunt; D.E. Line, R.A. McLaughlin, N.B. Rajbhandarl, R.E. Sheffield
North Carolina State University
Stormwater BMP Academy
uu AP R ? _ 2006
l-, .
?G4
Office Use Only: YrE1? sl"( Form Version March 05
USACE Action ID No. DWQ No. o t-0 - O a.3
(If any particular item is not applicable to this project, please enter "Not Applicable" or ••N/A••.)
I. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: R. Jackson Smith III
Mailing Address: Morganshire Partners
1704 Evergreen Avenue
Goldsboro, NC 27530
Telephone Number: 919-581-0666 Fax Number: 919-581-0067
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Jeffrey L. Kornegay
Company Affiliation: B.R. Kornegay, Inc.
Mailing Address: P.O. Drawer 1435
Goldsboro, NC 27533
Telephone Number: 919-735-5886 Fax Number: 919-580-9053
E-mail Address:
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Sandbridge Subdivision -Road Crossing
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 2766006604530
4. Location
County: Nash County Nearest Town:
Subdivision name (include phase/lot number): Sandbridge
Directions to site (include road numbers/names, landmarks, etc.): From US-264 East, take
NC 581 South From NC 581 South Take NCSR 1138 (Firetower Road) East. Site is
approximately 0.5 miles on the North side of Firetower Road.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.5053 °N 78.0606 °W
6. Property size (acres): 18.5 acres
7. Name of nearest receiving body of water: Unnamed tributary to Toisnot Swamp
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The current land use of the site it agriculture.
Page 6 of 13
10. Describe the overall project in detail, including the type of equipment to be used:
A residential subdivision will be constructed with a total of 16 building lots. Dump trucks,
excavators dozers and hand labor will be used.
11. Explain the purpose of the proposed work: To construct a residential subdivision with a
total of 16 building lots ---
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. . Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
Page 7 of 13
A road crossing will be constructed perpendicular to the flow of a first order stream with a
drainage area of approximately 64 acres
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
ePnnrntely list imnacts due to both structure and floodina.

Wetland Impact

Number
(indicate on map)

ype of Impact
Type of Wetland

(e.g., forested, marsh,
herbaceous, bog, etc.) Located within

100-year

F(yes/no) n Distance to

Nearest
Stream
linear feet Area of

Impact
(acres)
1 Road Crossing forested Yes 15 0.09

Total Wetland Impact (acres) 0.09
3. List the total acreage (estimated) of all existing wetlands on the property: 0.94 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must he included. To calculate acreage. multiply length X width, then divide by 43,560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact
Perennial or Intermitt
Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres
1 UT to Toisnot
Swamp Road Crossing Perennial 12 106 0.03

Total Stream Impact (by length and acreage) 106 0.03
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill- excavation. dredaine. floodine, drainage, bulkheads, etc.
Open Water Impact Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma ocean, etc. acres
Page 8 of 13
Total Open Water Impact (acres)
6
List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Im act (acres): 0.03
Wetland Impact (acres): 0.09
Open Water Impact (acres): 0.00
Total Impact to Waters of the U.S. (acres) 0.03
Total Stream Impact (linear feet): 106
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. 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.):
Current land use in the vicinity of the pond:
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.
The perennial stream crosses the entire width of the property. Therefore, crossing the stream
is unavoidable in order to access all portions of the property. Headwalls are proposed to
minimize width of the impact Other street alignments were considered in the design process.
The proposed street alignment is required to meet NCDOT specifications and to allow for
appropriate sized road front lots
Page 9 of 13
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic-resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http:/ih2o.enr.state.nc.us/ncwetlands/strmgjde.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.
2.. Mitigation may also be made by payment into the North Carolina. Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP; check the NCEEP
Page 10 of 13
website at http://h2o.enr.state.nc.us/wry/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
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 (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? . No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify Neuse )? Yes ® No E]
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(square feet Mitigation
1 7840 3 (2 for Catawba)
2 4791 1.5
Page 11 of 13
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or.0260.
No mitigation is required on this site The amount of impact in the riparian buffer is less than
one third of an acre which is the minimum amount requiring mitigation stated in the Neuse
Buffer Rules.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage,on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Total acreage of the entire site is approximately
18.5 acres The total existing impervious acreage is 0 acres. The total proposed impervious
acreage including roadway, homes and driveways is approximately 2.0 acres. Based on these
calculations the percent impervious for the proposed site is 10.8%.
Level spreaders are proposed between the roadside ditches and the blue line ditch.
Specifications for the level spreaders are found on the erosion control plan and the detail sheet.
A level spreader is also included at the end of the drainage easement between lots 8 and 9.
Please note that the level spreader will be constructed after the temporary sediment trap is
removed upon completion of construction
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Septic tanks will be used
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
Page 12 of 13
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
e.
3-30-0
Applic" `t/ ent'c
(Agent's signature is valid
tatu Date
if an authorization letter from the applicant is provided.)
Page 13 of 13

LEVEL SPREADER DESIGN
LEVEL SPREADER #1
PROJECT: Sandbridge
DATE: January 20, 2006
LOCATION: sta. 2+50 west side of ditch & north side ofroad
FLOW TO LEVEL SPREADER
4.26 acres= DRAINAGE AREA
0.13 acres= IMPERVIOUS AREA, (C= 0.90)
4.13 acres = GRASSED AREA, (C= 0.30)
0.00 acres - WOODED AREA, (C= 0.20)
0.32 = RUNOFF COEFFICIANT (C)
1 in/hr = RAINFALL INTENSITY
1.36 cfs = FLOW TO BE MANAGED BY LEVEL SPREADER (first 1 • Flush)
LENGTH OF LEVEL SPREADER
treestshrubs : DOWN SLOPE GROUND COVER
1.33 ft/sec = MAXIMUM VELOCITYALLOWED OVER LEVEL SPREADER (Table 3)•
0.058 ft = EQUIVALENT WATER HEIGHT OVER LEVEL SPREADER (Table 3)•
26 ft = LENGTH OF LEVEL SPREADER REQUIRED
7% = AVERAGE SLOPE FROM LEVEL SPREADER TO STREAM BANK
50 It = EFFECTIVE DISTANCE OF LEVEL SPREADER (Table 5)•
50 ft = WIDTH OF RIPRARIAN BUFFER
1.0 = NUMBER OF LEVEL SPREADERS REQUIRED
FORBAY
3% = IMPERVIOUS
3.0 feet =ASSUMED PERMANENT POOL DEPTH FOR WET POND
0.25 - SURFACE AREA TO DRAINAGE AREA RATIO (Table 1.1 from BMP manual)
464 sf = REQUIRED SURFACE AREA
93 sf = FOREBAY SURFACE AREA (20% of required surface area)
• Design concept provided br.
WF. Hunt D.E. Line, R.A. McLaughlin, N.B. Rajbhandarl, R.E. Sheffield
North Carolina State University
Stormwalor BMP Academy
LEVEL SPREADER #2
PROJECT: Sandbddge
DATE: January 20, 2006
LOCATION: sta. 1 +80 west side of ditch & south side of road
FLOW TO LEVEL SPREADER
0.18 acres= DRAINAGE AREA
0.06 acres = IMPERVIOUS AREA, (C= 0.90)
0.12 acres = GRASSED AREA, (C= 0.30)
0.00 acres = WOODED AREA, (C= 0.20)
0.50 = RUNOFF COEFFICIANT (C)
1 in/hr = RAINFALL INTENSITY
0.09 cfs = FLOW TO BE MANAGED BY LEVEL SPREADER (first 1' flush)
LENGTH OF LEVEL SPREADER
trees/shrubs : DOWN SLOPE GROUND COVER
1.33 ft/sec = MAXIMUM VELOCITY ALLOWED OVER LEVEL SPREADER (Table 3)•
0.058 ft = EQUIVALENT WATER HEIGHT OVER LEVEL SPREADER (Table 3)•
2 It = LENGTH OF LEVEL SPREADER REQUIRED
7% = AVERAGE SLOPE FROM LEVEL SPREADER TO STREAM BANK
50 It = EFFECTIVE DISTANCE OF LEVEL SPREADER (Table 5)•
50 ft = WIDTH OF RIPRARIAN BUFFER
1.0 = NUMBER OF LEVEL SPREADERS REQUIRED
FORBAY
33% = IMPERVIOUS
3.0 feet = ASSUMED PERMANENT POOL DEPTH FOR WET POND
1.40 = SURFACE AREA TO DRAINAGE AREA RATIO (Table 1.1 from BMP manual)
110 sf = REQUIRED SURFACE AREA
22 sf = FOREBAY SURFACE AREA (20% of required surface area)
• Design concept provided by
WF. Hunt, D.E. Line, R.A. McLaughlin, N.B. Rajbhandari, R.E. Shale Id
North Carolina State University
Starmwater BMP Academy
1
LEVEL SPREADER #3
PROJECT: Sandbridge
DATE: January 20, 2006
LOCATION: sta. 3+50 east side of ditch & south side of road
FLOW TO LEVEL SPREADER
0.22 acres= DRAINAGE AREA
0.06 acres = IMPERVIOUS AREA, (C= 0.90) (assume 3000 s.f. per lot)
0.16 acres = GRASSED AREA, (C= 0.30)
0.00 acres = WOODED AREA, (C= 0.20)
0.46 = RUNOFF COEFFICIANT (C)
1 in/hr = RAINFALL INTENSITY
0.10 cfs = FLOW TO BE MANAGED BY LEVEL SPREADER (first 1" flush)
LENGTH OF LEVEL SPREADER
trees/shrubs : DOWN SLOPE GROUND COVER
1.33 ft/sec = MAXIMUM VELOCITY ALLOWED OVER LEVEL SPREADER (Table 3)•
0.058 ft = EQUIVALENT WATER HEIGHT OVER LEVEL SPREADER (Table 3)•
2 ft = LENGTH OF LEVEL SPREADER REQUIRED
6% = AVERAGE SLOPE FROM LEVEL SPREADER TO STREAM BANK
50 ft = EFFECTIVE DISTANCE OF LEVEL SPREADER (Table 5)'
50 ft = WIDTH OF RIPRARIAN BUFFER
1.0 = NUMBER OF LEVEL SPREADERS REQUIRED
FORBAY
27% = IMPERVIOUS
3.0 feet = ASSUMED PERMANENT POOL DEPTH FOR WET POND
1.25 = SURFACE AREA TO DRAINAGE AREA RATIO (Table 1.1 from BMP manual)
120 sf = REQUIRED SURFACE AREA
24 sf = FOREBAY SURFACE AREA (20% of required surface area)
D c n concept provided br
W.F. Hunt D.E. Line, R.A. McLaughlin, N.B. Rajbhandarl, R.E. Sheffield
North Carolina State University
Stormwater BMP Academy
LEVEL SPREADER #4
PROJECT: Sandbridge
DATE January 20, 2006
LOCATION: sta. 4+00 east side of ditch & north side ofroad
FLOW TO LEVEL SPREADER
1.23 acres = DRAINAGE AREA
0.16 acres= IMPERVIOUS AREA, (C= 0.90)
1.07 acres = GRASSED AREA, (C= 0.30)
0.00 acres = WOODED AREA, (C= 0.20)
0.38 = RUNOFF COEFFICIANT (C)
1 In/hr = RAINFALL INTENSITY
0.47 cfs = FLOW TO BE MANAGED BY LEVEL SPREADER (first 1"flush)
LENGTH OF LEVEL SPREADER
treestshrubs : DOWN SLOPE GROUND COVER
1.33 ft/sec = MAXIMUM VELOCITY ALLOWED OVER LEVEL SPREADER (Table 3)•
0.058 It = EQUIVALENT WATER HEIGHT OVER LEVEL SPREADER (Table 3)•
9 ft = LENGTH OF LEVEL SPREADER REQUIRED
6% = AVERAGE SLOPE FROM LEVEL SPREADER TO STREAM BANK
50 It = EFFECTIVE DISTANCE OF LEVEL SPREADER (Table 5)'
50 ft = WIDTH OF RIPRARIAN BUFFER
1.0 = NUMBER OF LEVEL SPREADERS REQUIRED
FORBAY
13% = IMPERVIOUS
3.0 feet = ASSUMED PERMANENT POOL DEPTH FOR WET POND
0.70 = SURFACE AREA TO DRAINAGE AREA RATIO (Table 1.1 from BMP manual)
375 sf = REQUIRED SURFACE AREA
75 sf = FOREBAY SURFACE AREA (20% of required surface area)
Des ion concert provided bv:
WF. Hunt, D.E. Line, R.A. McLaughlin, N.B. Rajbhandarl, R.E. Sheffield
North Carolina State University
Stormwater BMP Academy
LEVEL SPREADER #5
PROJECT: Sandbridge
DATE: February 21, 2006
LOCATION: End of drainage easement between lots 8 and 9
FLOW TO LEVEL SPREADER
2.38 acres -DRAINAGE AREA
0.27 acres = IMPERVIOUS AREA, (C= 0.90)
2.11 acres = GRASSED AREA, (C= 0.30)
0.00 acres = WOODED AREA, (C= 0.20)
0.37 = RUNOFF COEFFICIANT (C)
1 in/hr = RAINFALL INTENSITY
0.88 cfs = FLOW TO BE MANAGED BY LEVEL SPREADER (first 1" flush)
LENGTH OF LEVEL SPREADER
trees/shrubs : DOWN SLOPE GROUND COVER
1.33 ft/sec = MAXIMUM VELOCITY ALLOWED OVER LEVEL SPREADER (Table 3)'
0.058 ft = EQUIVALENT WATER HEIGHT OVER LEVEL SPREADER (Table 3)'
17 ft = LENGTH OF LEVEL SPREADER REQUIRED
6% = AVERAGE SLOPE FROM LEVEL SPREADER TO STREAM BANK
50 ft = EFFECTIVE DISTANCE OF LEVEL SPREADER (Table 5)'
50 ft = WIDTH OF RIPRARIAN BUFFER
1.0 = NUMBER OF LEVEL SPREADERS REQUIRED
FORBAY
11% = IMPERVIOUS
3.0 feet = ASSUMED PERMANENT POOL DEPTH FOR WET POND
1.34 = SURFACE AREA TO DRAINAGE AREA RATIO (Table 1.1 from BMP manual)
1389 sf = REQUIRED SURFACE AREA
278 sf = FOREBAY SURFACE AREA (20% of required surface area)
Desian concept provided by,
WF. Hun4 D.E. Line, R.A. McLaughlin, N.B. Rajbhandart, R.E. Sheffield
North Carolina State University
Stormwater BMP Academy
Q. R.:WRNEGAY, INC.
LAND SURVEYING - ENGINEERING - PLANNING
P.O. Drawer 1435 - 300 E. Walnut Street
Goldsboro, North Carolina 27533-1435
919-735-5886 Fax [phone]
?0060232
February 6, 2006 p ?
? n
Division of Water Quality _ , FFB l
401 Wetlands Unit [7CN?i-t`???fF4Jf+t `'r
1650 Mail Service Center
Raleigh, NC 27699-1650
Project: Sandbridge Subdivision
SR 1138 (Fire Tower Road) 1.
Nash County, NC
Please find enclosed the following documents of the project referenced above for your
review and approval.
1. Seven copies of the completed PCN form.
2. Seven copies of design plans.
3. Seven copies of the Agent Authorization Letter.
4. Seven copies of a soils map and quad map showing project locations.
5. Seven sets of Level Spreader calculations.
6. Seven sets of the Level Spreader Operation and Maintenance Agreement.
7. Check number 1138 in the amount of $200.00 for permitting fees.
Please let me know if you need any further infonnation.
Sincerely,
-?) -k /Y1. T?
Daniel M. Taylor

t
Office Use Only: Form Version March 05
2nnr,n
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing .
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1.. Owner/Applicant Information
Name: R. J
Mailing Address: Mol
QF= @ R-PE.1,0 aF=
FEB 1 0 2006
1704 Evergreen Avenue
Goldsboro, NC 27530Goldsboro, NC 27530
Telephone Number: 919-581-0666 Fax Number: 919-581-0067
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Jeffrey L. Komegay
Company Affiliation: B.R. Komegay, Inc.
Mailing Address: P.O. Drawer 1435
Goldsboro, NC 27533
Telephone Number: 919-735-5886 Fax Number: 919-580-9053
E-mail Address:
Page 5 of 13
r '
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Sandbridge Subdivision - Road Crossing
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 2766006604530
4. Location
County: Nash County Nearest Town:
Subdivision name (include phase/lot number): Sandbridge
Directions to site (include road numbers/names, landmarks, etc.): From US-264 East, take
NC 581 South. From NC 581 South, Take NCSR 1138 (Firetower Road) East. Site is
approzimately 0.5 miles on the North side of Firetower Road.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.5053 ON 78.0606 °W
6. Property size (acres): 18.5 acres
7. Name of nearest receiving body of water: Unnamed tributary to Toisnot Swamp
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The current land use of the site it agriculture.
Page 6 of 13
1
10. Describe the overall project in detail, including the type of equipment to be used:
A residential subdivision will be constructed with a total of 16 building lots. Dump trucks,
excavators, dozers and hand labor will be used.
11. Explain the purpose of the proposed work: To construct a residential subdivision with a
total of 16 building lots.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
Page 7 of 13
( J
A road crossing will be constructed perpendicular to the flow of a first order stream with a
drainage area of approximately 64 acres.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property:
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multi 1 length X width, then divide b 43,560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres
1 UT to Toisnot
Swamp Road Crossing Perennial 12 106 0.03

Total Stream Impact (by length and acreage) 106 0.03
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma ocean, etc. acres
Page 8 of 13
Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.03
Wetland Impact (acres): 0.00
Open Water Impact (acres): 0.00
Total Impact to Waters of the U.S. (acres) 0.03
Total Stream Impact (linear feet): 106
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. 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.):
Current land use in the vicinity of the pond:
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.
.The perennial stream crosses the entire width of the nronertv. Therefore. crossine the stream
is unavoidable in order to access all portions of the property. Headwalls are proposed to
minimize width of the impact.
Page 9 of 13
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP. concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.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.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Page 10 of 13
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 (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence- from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify Neuse )? Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* I Impact I Multiplier I Required
1 I 7840 13 (2 for Catawba)
2 4791 1.5
Total I I I I
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 13

3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or.0244, or..0260.
No mitigation is required on this site. The amount of impact in the riparian buffer is less than
one third of an acre which is the minimum amount requiring mitigation stated in the Neuse
Buffer Rules.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Total acreage of site is approximately 18.5 acres.
Total existing impervious acreage is 0 acres. Total proposed acreage is approximately 2.0 acres.
Percent impervious for the proposed site is 10.8%. Level spreaders are proposed between the
roadside ditches and the blue line ditch.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Septic tanks will be used.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (I 5A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes El No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
Page 12 of 13
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
2-(o-CG
ApplkantUgent's Sight use Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
S
{,
Office Use Only:

J V,
?r J
Form Version Marc 05
No. }?30232
USACE Action ID No. DWQ
(If any particular item is not applicable to this project, please enter "Not Applicable" or "NIA".)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification.
2. Nationwide, Regional or General Permit Number(s) Requested: 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further det t eere: ? 0 V§@
II. Applicant Information
FEB ? U 2006
1. Owner/Applicant Information oe . ?
Name: R. Jackson Smith III
Mailing Address: Morganshire Partners
1704 Ever een Avenue
Goldsboro NC 27530Goldsboro NC 27530
Telephone Number: 919-5814466 Fax Number: 919-581-0067
E-mail Address: ' °(Z U_
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Jeffrey L Kornegay
Company Affiliation: B R Kornegay Inc
Mailing Address: P.O. Drawer 1435
Goldsboro NC 27533
Telephone Number: 919-735-5886
E-mail Address:
Fax Number: 919-580-9053
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Sandbridge Subdivision- Road Crossing
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 2766006604530
4. Location
County: Nash County Nearest Town:
Subdivision name (include phase/lot number): Sandbridge
Directions to site (include road numbers/names, landmarks, etc.): From US-264 East, take
NC 581 South. From NC 581 South, Take NCSR 1138 (Firetower Road) East. Site is
approzimately 0.5 miles on the North side of Firetower Road.
Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.5053 °N 78.0606 °W
6. Property size (acres): 18.5 acres
7. Name of nearest receiving body of water: Unnamed tributary to Toisnot Swamp
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The current land use of the site it agriculture.
Page 6 of 13
r•
10. Describe the overall project in detail, including the type of equipment to be used:
A residential subdivision will be constructed with a total of 16 building lots. Dump trucks,
excavators, dozers and hand labor will be used.
11. Explain the purpose of the proposed work: To construct a residential subdivision with a
total of 16 buildiniz lots
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications. or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
Page 7 of 13
,-
A road crossing will be constructed perpendicular to the flow of a first order stream with a
drainage area of approximately 64 acres.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property:
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres
I UT to Toisnot
Swamp Road Crossing Perennial 12 106 0.03

Total Stream Impact (by length and acreage) 106 0.03
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma ocean, etc. acres
Page 8 of 13
Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Im act (acres): 0.03
Wetland Impact (acres): 0.00
Open Water Impact (acres): 0.00
Total Impact to Waters of the U.S. (acres) 0.03
Total Stream Impact (linear feet : 106
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section. only .
applies to waters that have specifically been determined to be isolated by the USAGE.
8. 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.):
Current land use in the vicinity of the pond:
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.
The nerennial stream crosses the entire width of the property. Therefore, crossing the stream
is unavoidable in order to access all portions of the property. Headwalls are proposed to
minimize width of the impact.
Page 9 of 13
I
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP. concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.ne.us/newetlands/stn-ngide.btml.
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.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Page 10 of 13
I .
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 (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence- from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify Neuse )? Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Impact Required
Zone* r--"% Multiplier A4.+.'-+;-
1 7840 3 (2 for Catawba)
2 4791 1.5
Total
* Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 13
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213.0242 or.0244, or..0260.
No mitigation is required on this site. The amount of impact in the riparian buffer is less than
one third of an acre which is the minimum amount requiring mitigation stated in the Neuse
Buffer Rules.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Total acreage of site is approximately 18.5 acres.
Total existing impervious acreage is 0 acres. Total proposed acreage is approximately 2.0 acres.
Percent impervious for the proposed site is 10.8%. Level spreaders are proposed between the
roadside ditches and the blue line ditch.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Septic tanks will be used.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
Page 12 of 13
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
2--(O-CG
Appli n gent's SighA&?e Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
AGENT ATHORIZATION LETTER
I, R. Jackson Smith III, representing Morganshire Partners, being the current owner of the
property located at the site of the proposed Sandbridge subdivision located in Nash
County, North Carolina, do hereby authorize Jeffrey, L. Kornegay, PE representing, B.R.
Kornegay, Inc. to act as my agent in applying to the North Carolina Division of Water
Quality and the United States Corps of Engineers for approval of permits associated with
the Sandbridge subdivision road crossing.
R. Jackson Smith III
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LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Print name:
Title: Owner
Address: 1704 Evergreen Avenue, Goldsboro, NC 27530
(919L581-0666
Signature: -?-
Date: 2/ 1 17-
Note: Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
I, -----Doris S. Mooring- --,-- , a Notary Public for the State of North Carolina
County of ylayne , do hereby certify that
R. Jackson. Smith, III
personally appeared before me this 3rd day of February 1 2006 , and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
?94%tII191DeC10
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SEAL
R. Jackson Smith, III
Notary Public
My commission expires Tan. 13th, 2011
Page 1 of 1
LEVEL SPREADER DESIGN
LEVEL SPREADER #1
PROJECT: Sandbridge
DATE: January 20, 2006
LOCATION: sta. 2+50 west side of ditch & north side o/road
FLOW TO LEVEL SPREADER
4.26 acres = DRAINAGE AREA
0.13 acres = IMPERVIOUS AREA, (C= 0.90)
4.13 acres = GRASSED AREA, (C= 0.30)
0.00 acres = WOODED AREA, (C= 0.20)
0.32 = RUNOFF COEFFICIANT (C)
1 In/hr = RAINFALL INTENSITY
1.36 cfs = FLOW TO BE MANAGED BY LEVEL SPREADER (first 1' Flush)
LENGTH OF LEVEL SPREADER
trees/shrubs : DOWN SLOPE GROUND COVER
1.33 ft/sec = MAXIMUM VELOCITY ALLOWED OVER LEVEL SPREADER (Table 3)•
0.058 ft = EQUIVALENT WATER HEIGHT OVER LEVEL SPREADER (Table 3Y
26 ft = LENGTH OF LEVEL SPREADER REQUIRED
7% = AVERAGE SLOPE FROM LEVEL SPREADER TO STREAM BANK
50 ft = EFFECTIVE DISTANCE OF LEVEL SPREADER (Table 5)•
50 ft = WIDTH OF RIPRARIAN BUFFER
1.0 = NUMBER OF LEVEL SPREADERS REQUIRED
FORBAY
3% = IMPERVIOUS
3.0 feet = ASSUMED PERMANENT POOL DEPTH FOR WET POND
0.25 = SURFACE AREA TO DRAINAGE AREA RATIO (Table 1.1 from EMIR manual)
464 sf = REQUIRED SURFACE AREA
93 sf = FOREBAY SURFACE AREA (20% of required surface area)
• Design concept erovided by.'
WF. Hunt, D.E. Line, R.A. McLaughlin, N.B. Rajbhandart, R.E. Sheffield
North Carolina State University
Stormwatar BMP Academy
LEVEL SPREADER #2
PROJECT: Sandbridge
DATE: January 20, 2006
LOCATION: sta. 1+80 west side of ditch & south side ofroad
FLOW TO LEVEL SPREADER
0.18 acres = DRAINAGE AREA
0.06 acres = IMPERVIOUS AREA, (C= 0.90)
0.12 acres = GRASSED AREA, (C= 0.30)
0.00 acres = WOODED AREA, (C= 0.20)
0.50 = RUNOFF COEFFICIANT (C)
1 In/hr = RAINFALL INTENSITY
0.09 cis = FLOW TO BE MANAGED BY LEVEL SPREADER (first 1' flush)
LENGTH OF LEVEL SPREADER
trees/shrubs : DOWN SLOPE GROUND COVER
1.33 ft/sec = MAXIMUM VELOCITY ALLOWED OVER LEVEL SPREADER (Table 3)'
0.058 ft = EQUIVALENT WATER HEIGHT OVER LEVEL SPREADER (Table 3)•
2 It = LENGTH OF LEVEL SPREADER REQUIRED
7% = AVERAGE SLOPE FROM LEVEL SPREADER TO STREAM BANK
50 ft = EFFECTIVE DISTANCE OF LEVEL SPREADER (Table 5)'
50 ft = WIDTH OF RIPRARIAN BUFFER
1.0 = NUMBER OF LEVEL SPREADERS REQUIRED
FORBAY
33% = IMPERVIOUS
3.0 feet = ASSUMED PERMANENT POOL DEPTH FOR WET POND
1.40 = SURFACE AREA TO DRAINAGE AREA RATIO (Table 1.1 from BMP manual)
110 sf = REQUIRED SURFACE AREA
22 sf = FOREBAY SURFACE AREA (20% of required surface area)
Design concept provided by.,
W.F. Hunt. D.E. Line, R.A. McLaughlin, N.B. Rejbhandarl, R.E. Sheffield
North Carolina State University
Stormwater BMP Academy
LEVEL SPREADER #3
PROJECT: Sandbridge
DATE: January 20, 2006
LOCATION: sta. 3+50 east side of ditch & south side of road
FLOW TO LEVEL SPREADER
0.22 acres = DRAINAGE AREA
0.06 acres = IMPERVIOUS AREA, (C= 0.90) (assume 3000 s.f, per lot)
0.16 acres= GRASSED AREA, (C= 0.30)
0.00 acres = WOODED AREA, (C= 0.20)
0.46 = RUNOFF COEFFICIANT (C)
1 irdhr = RAINFALL INTENSITY
0.10 efs = FLOW TO BE MANAGED BY LEVEL SPREADER (first 1• flush)
LENGTH OF LEVEL SPREADER
trees/shrubs : DOWN SLOPE GROUND COVER
1.33 ft/sec = MAXIMUM VELOCITY ALLOWED OVER LEVEL SPREADER (Table 3)-
0.058 ft = EQUIVALENT WATER HEIGHT OVER LEVEL SPREADER (Table 3)•
2 ft = LENGTH OF LEVEL SPREADER REQUIRED
6% = AVERAGE SLOPE FROM LEVEL SPREADER TO STREAM BANK
50 ft = EFFECTIVE DISTANCE OF LEVEL SPREADER (Table 5)•
50 ft = WIDTH OF RIPRARIAN BUFFER
1.0 = NUMBER OF LEVEL SPREADERS REQUIRED
FORBAY
27% = IMPERVIOUS
3.0 feet = ASSUMED PERMANENT POOL DEPTH FOR WET POND
1.25 = SURFACE AREA TO DRAINAGE AREA RATIO (Table 1.1 from BMP manual)
120 sf = REQUIRED SURFACE AREA
24 sf = FOREBAY SURFACE AREA (20% of required surface area)
• Desion concept provided by.*
W.F. Hunt, D.E. Line, R.A. McLaughlin, N.B. Rajbhandart, R.E. Sheffield
North Carolina State University
Stormwater BMP Academy
LEVEL SPREADER#4
PROJECT: Sandbridge
DATE: January 20, 2006
LOCATION: sta. 4+00 east side of ditch & north side of road
FLOW TO LEVEL SPREADER
1.23 acres = DRAINAGE AREA
0.16 acres = IMPERVIOUS AREA, (C= 0.90)
1.07 acres = GRASSED AREA, (C= 0.30)
0.00 acres = WOODED AREA, (C= 0.20)
0.38 = RUNOFF COEFFICIANT (C)
1 in/hr = RAINFALL INTENSITY
0.47 cfs = FLOW TO BE MANAGED BY LEVEL SPREADER (first 1' flush)
LENGTH OF LEVEL SPREADER
trees/shrubs : DOWN SLOPE GROUND COVER
1.33 ft/sec = MAXIMUM VELOCITY ALLOWED OVER LEVEL SPREADER (Table 3)•
0.058 ft = EQUIVALENT WATER HEIGHT OVER LEVEL SPREADER (Table 3)•
9 ft = LENGTH OF LEVEL SPREADER REQUIRED
6% = AVERAGE SLOPE FROM LEVEL SPREADER TO STREAM BANK
50 ft = EFFECTIVE DISTANCE OF LEVEL SPREADER (Table 5)'
50 ft = WIDTH OF RIPRARIAN BUFFER
1.0 = NUMBER OF LEVEL SPREADERS REQUIRED
FORBAY
13% = IMPERVIOUS
3.0 feet = ASSUMED PERMANENT POOL DEPTH FOR WET POND
0.70 = SURFACE AREA TO DRAINAGE AREA RATIO (Table 1.1 from BMP manual)
375 sf = REQUIRED SURFACE AREA
75 sf = FOREBAY SURFACE AREA (20% of required surface area)
Desion concept orovided by.,
W.F. Hunt, D.E. Line, R.A. McLaughlin, N.B. Rajbhandarf, R.E. Sheffield
North Carolina State University
Stormwater BMP Academy
through a wooded buffer than when flowing over a grassed buffer. Water will typically
regroup faster if it flows over steep slopes than over gentle slopes. Effective distances
based upon observed flow recollection are shown below in Table 5.
Table 5. Effective Distance of Level Spreaders
Ground Cover Slope from Level Spreader
to To of Stream Bank Effective Distance
feet
Trees/ Shrubs 0-6% 50'
Trees/ Shrubs 6-15% 25'
Trees/ Shrubs >15% 17'
Thicket 0-8% 50'
Thicket 8-25% 25'
Thicket >25% 17'
Grass 0-8% 50'
Grass 8-25% 25'
Grass >25% 17'
Putting Level Spreaders in Series
The outcome of effective distance is that level spreaders may need to be placed in
series, particularly on steeped sloped sites. If a level spreader were installed in a
tree/shrub area 50' from a stream bank with a standard slope of 15%, three level
spreaders in series would be needed to maintain a degree of sheet flow throughout the
riparian buffer. For a quick calculation of the number of level spreaders in series needed
throughout a riparian buffer use the following equation:
NS=W=Ed
Where: Np = Number of Level Spreaders in Series
W = Width of Riparian Buffer through which flow is spread
Ed = Effective Distance Flow is Sheet Flow (from Table 5)
Example Calculation _
A complete level spreader design is reviewed below:
Problem Statement:
A road in a residential development on the western shores of Lake Norman will encroach
within 75 feet of the lake. A 50' foot wooded buffer has just been required along the
Catawba River in Lincoln County. No concentrated flow is allowed through the buffer.
The drainage area (all road runoff) collecting at a point 75' from the lake is 1.2 acres. The
average slope from the roadway to the Lake Norman waterline is 7%. This slope is'
continuous. The existing condition is shown in Figure 8.
N.C. DOT Level Spreader Workshop
February 19, 2001 - Raleigh, NC
3. General
a. Basin shape should minimize dead storage areas and short circuiting. Length to width
ratios should be 3:1 or greater. (Barfield, et al., 1981, pp. 426-429; Florida DEP, 1982,
pg. 6-289).
b. If the basin is used as a sediment trap during construction, all sediment deposited during
construction must be removed before normal operation begins.
C. Aquatic vegetation should be included for a wetland type detention basin (Maryland
DNR, March 1987; Schueler, 1987, Chapter 4 and 9). A minimum ten foot wide shallow
sloped shelf is needed at the edge of the basin for safety and to provide appropriate
conditions for aquatic vegetation (Schueler, 1987). This shelf should be sloped 6:1 or
flatter and extend to a depth of 2 feet below the surface of the permanent pool (Shaver
and Maxted, DNREC, 1994). A list of suitable wetland species and propagation
techniques are provided in Schueler (1987) and Maryland DNR (1987).
d. An emergency drain (with a pipe sized to drain the pond in less than 24 hours) should be
installed in all ponds to allow access for riser repairs and sediment removal (Schueler,
1987).
Table 1.1 Surface Area to Drainage Area Ratio For Permanent Pool Sizing For 85% Pollutant
Removal Efficiency in the Piedmont

% Impervious
Cover
3.0 4.0 5.0 6.0 7.0 8.0 9.0

1
0 - 43 0-96
20 0.97 0.79 0.70 0.59 0.51 0.46 0.44
30
40 1.34
1.73 1.08
1.43 0.97
1.25 0.83'
1.05 030
0.90 0.64
0.82 0.62
0.77
50 2.06 1.73 1.50 1.30 1.09 1.00 0.92
60 2.40 2.03 1.71 1.51 1.29 1.18 1.10
70 2.88 2.40 2.07 1.79 1.54 1.35 1.26
80
90 3.36
3.74 2.78
3.10 2.38
2.66 2.10
204 1.86
2.11 1.60 1.42
1.83 1.67
Notes: Numbers given in the body of the table are given in percentages.
Coastal SA/DA ratios can be obtained from the local DWQ Regional Office.
3. General
a. Basin shape should minimize dead storage areas and short circuiting. Length to width
ratios should be 3:1 or greater. (Barfield, et al., 1981, pp. 426.429; Florida DEP, 1982,
pg. 6-289).
b. If the basin is used as a sediment trap during construction, all sediment deposited during
construction must be removed before normal operation begins.
c. Aquatic vegetation should be included for a wetland type detention basin (Maryland
DNR, March 1987; Schueler, 1987, Chapter 4 and 9). A minimum ten foot wide shallow
sloped shelf is needed at the edge of the basin for safety and to provide appropriate
conditions for aquatic vegetation (Schueler, 1987). This shelf should be sloped 6:1 or
flatter and extend to a depth of 2 feet below the surface of the permanent pool (Shaver
and Maxted, DNREC, 1994). A list of suitable wetland species and propagation
techniques are provided in Schueler (1987) and Maryland DNR (1987).
d. An emergency drain (with a pipe sized to drain the pond in less than 24 hours) should be
installed in all ponds to allow access for riser repairs and sediment removal (Schueler,
1987).
Table IA Surface Area to Drainage Area Ratio For Permanent Pool Sizing For 85% Pollutant
Removal Efficiency in the Piedmont

% Impervious
Cover
3.0 4.0 5.0 6.0 7.0 8.0 9.0
049 0-43 015 0.31 019 0 96
2 0.79 0.70 0.59 0.51 0.46 0.44
1.08
1.43
1.73 0.97
1.25
1.50 0.83
1.05
1.30 0:70
0.90
1.09 0.64
0.82
1.00 0.62
0.77
0.92
2.03
2.40 1.71
2.07 1.51
1.79 1.29
1.54 1.18
1.35 1.10
1.26
2.78 2.38 2.10 1.86 1.60 1.42
3.10 2.66 2.34 2.11 1.83 1.67
Notes: Numbers given in the body of the table are given in percentages.
Coastal SA/DA ratios can be obtained from the local DWQ Regional Office.
Table 3. Maximum Velocities of Flow Across Level Spreader
Down Slope Ground Cover Velocity at Level Spreader "Equivalent" Water Height over
Level Spreader, X
Grass 1.33 s 0.058 ft
Gravel 1.5 s 0.074 ft
Thicket Shrubs, Grass) 1 1.33 s .0.058 ft
Mulch (Trees/ Shrubs) 1 0.67 s 0.015 ft
Using Allowable Velocities to Establish Level Spreader Length
With an allowable velocity determined based upon down slope ground cover, it is now
possible to calculate the necessary level spreader length. The calculation is based on two
equations: 1. the Weir Equation and 2. the Continuity Equation. They are described
below.
Weir Equation:
It is assumed that the level spreader functions as a long weir. Flow over a weir is
described by the following equation and graphically shown in Figure 7.
Q=CwoL®H3/2
Where Q = Flow
L = Length of Level Spreader
C,,, = Weir Coefficient (set to 3)
H = Driving Head (shown in Figure 7)
Flow over the level spreader is a function of its length and the height of water up slope.
Increasing the length reduces the height of water, as they are directly related. This is
important because the height and length of water flow dictates tlie'velocity of flow over
the level spreader. This relationship is shown in the second equation, the continuity
equation.
Continuity Equation:
Q=VoA
Where, Q = Flow
V = Velocity
A = Cross-Sectional Area of Flow = (L • 2/3 H)
The allowable velocity is determined by down slope cover (grass, gravel, mulch). This
then dictates the cross-sectional area, L • 2/3H. Combining the two equations lead to the
following relationship:
N.C. DOT Level Spreader Workshop
February 19, 2001 - Raleigh, NC
dP-
AGENT ATHORIZATION LETTER
I, R. Jackson Smith III, representing Morganshire Partners, being the current owner of the
property located at the site of the proposed Sandbridge subdivision located in Nash
County, North Carolina, do hereby authorize Jeffrey, L. Kornegay, PE representing, B.R.
Kornegay, Inc. to act as my agent in applying to the North Carolina Division of Water
Quality and the United States Corps of Engineers for approval of permits associated with
the Sandbridge subdivision road crossing.
R. Jackson Smith III
psw Co?,.?'t? ?ot;?T?d. CI?Rct.t?vra SotL S??tlt?y - MA? ?- l1
-So
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2 0 0 6 0 2 3 2
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Print name: R. Jackson Smith, III
Title: Owner
Address: 1704 Evergreen Avenue, Goldsboro, NC 27530
Phone: (919L581-0666
Signature:.
Date: 2/
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
I -----Doris S. Mooring-------
County of Wayne
a Notary Public for the State of North Carolina
do hereby certify that R. Jackson Smith, III
personally appeared before me this 3rd day of February / 2006 , and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
19F11reve
p OTA ' :•'L
1
SEAL
Notary Public
My commission expires Jan. 13th, 2011
Page 1 of 1
LEVEL SPREADER DESIGN
LEVEL SPREADER #1
PROJECT: Sandbridge
DATE: January 20, 2006
LOCATION: sta. 2+50 west side of ditch 8 north side of road
FLOW TO LEVEL SPREADER
4.26 acres = DRAINAGE AREA
0.13 acres = IMPERVIOUS AREA, (C= 0.90)
4.13 acres = GRASSED AREA, (C= 0.30)
0.00 acres = WOODED AREA, (C= 0.20)
0.32 = RUNOFF COEFFICIANT (C)
1 in/hr = RAINFALL INTENSITY
1.36 cfs = FLOW TO BE MANAGED BY LEVEL SPREADER (first 1' (lush)
LENGTH OF LEVEL SPREADER
trees/shrubs : DOWN SLOPE GROUND COVER
1.33 ft/sec = MAXIMUM VELOCITY ALLOWED OVER LEVEL SPREADER (Table 3)•
0.058 ft = EQUIVALENT WATER HEIGHT OVER LEVEL SPREADER (Table 3)•
26 ft = LENGTH OF LEVEL SPREADER REQUIRED
7% = AVERAGE SLOPE FROM LEVEL SPREADER TO STREAM BANK
50 ft = EFFECTIVE DISTANCE OF LEVEL SPREADER (Table 5)•
50 ft = WIDTH OF RIPRARIAN BUFFER
1.0 = NUMBER OF LEVEL SPREADERS REQUIRED
FORBAY
3% =IMPERVIOUS
3.0 feet = ASSUMED PERMANENT POOL DEPTH FOR WET POND
0.25 = SURFACE AREA TO DRAINAGE AREA RATIO (Table 1.1 from BMP manual)
464 sf = REQUIRED SURFACE AREA
93 sf = FOREBAY SURFACE AREA (20% of required surface area)
Design concept provided by.,
WF. Hunt, D.E. Line, R.A. McLaughlin, N.B. Rajbhandari, R.E. Sheffield
North Carolina State University
Stormwater BMP Academy
LEVEL SPREADER #2
PROJECT: Sandbridge
DATE: January 20, 2006
LOCATION: sta. 1+80 west side of ditch 8 south side of road
FLOW TO LEVEL SPREADER
0.18 acres= DRAINAGE AREA
0.06 acres = IMPERVIOUS AREA, (C= 0.90)
0.12 acres = GRASSED AREA, (C= 0.30)
0.00 acres = WOODED AREA, (C= 0.20)
0.50 = RUNOFF COEFFICIANT (C)
1 In/hr = RAINFALL INTENSITY
0.09 cfs = FLOW TO BE MANAGED BY LEVEL SPREADER (first 1' flush)
LENGTH OF LEVEL SPREADER
trees/shrubs : DOWN SLOPE GROUND COVER
1.33 fUsec = MAXIMUM VELOCITY ALLOWED OVER LEVEL SPREADER (Table 3)•
0.058 ft = EQUIVALENT WATER HEIGHT OVER LEVEL SPREADER (Table 3)•
2 ft = LENGTH OF LEVEL SPREADER REQUIRED
7% = AVERAGE SLOPE FROM LEVEL SPREADER TO STREAM BANK
50 ft = EFFECTIVE DISTANCE OF LEVEL SPREADER (Table 5)'
50 ft = WIDTH OF RIPRARIAN BUFFER
1.0 = NUMBER OF LEVEL SPREADERS REQUIRED
FORBAY
33% = IMPERVIOUS
3.0 feet = ASSUMED PERMANENT POOL DEPTH FOR WET POND
1.40 = SURFACE AREA TO DRAINAGE AREA RATIO (Table 1.1 from BMP manual)
110 sf = REQUIRED SURFACE AREA
22 sf = FOREBAY SURFACE AREA (20% of required surface area)
Design concept orovided by.,
WF. Hunt, D.E. Line, R.A. McLaughlin, N.B. Rajbhandari, R.E. Sheffield
North Carolina State University
Stormwater BMP Academy
LEVEL SPREADER #3
PROJECT: Sandbridge
DATE: January 20, 2006
LOCATION: sta. 3+50 east side of ditch 8 south side of road
FLOW TO LEVEL SPREADER
0.22 acres = DRAINAGE AREA
0.06 acres = IMPERVIOUS AREA, (C= 0.90) (assume 3000 s.f. per lot)
0.16 acres = GRASSED AREA, (C= 0.30)
0.00 acres = WOODED AREA, (C= 0.20)
0.46 = RUNOFF COEFFICIANT (C)
1 irdhr = RAINFALL INTENSITY
0.10 cfs = FLOW TO BE MANAGED BY LEVEL SPREADER (first 1' flush)
LENGTH OF LEVEL SPREADER
trees/shrubs : DOWN SLOPE GROUND COVER
1.33 ft/sec = MAXIMUM VELOCITY ALLOWED OVER LEVEL SPREADER (Table 3)'
0.058 ft = EQUIVALENT WATER HEIGHT OVER LEVEL SPREADER (Table 3)'
2 ft = LENGTH OF LEVEL SPREADER REQUIRED
6% = AVERAGE SLOPE FROM LEVEL SPREADER TO STREAM BANK
50 ft = EFFECTIVE DISTANCE OF LEVEL SPREADER (Table 5)'
50 ft = WIDTH OF RIPRARIAN BUFFER
1.0 = NUMBER OF LEVEL SPREADERS REQUIRED
FORBAY
27% =IMPERVIOUS
3.0 feet = ASSUMED PERMANENT POOL DEPTH FOR WET POND
1.25 = SURFACE AREA TO DRAINAGE AREA RATIO (Table 1.1 from BMP manual)
120 sf = REQUIRED SURFACE AREA
24 sf = FOREBAY SURFACE AREA (20% of required surface area)
Design concept provided by:
WF. Hunt, D.E. Line, R.A. McLaughlin, N.B. Rajbhandan, R.E. Sheffield
North Carolina State University
Stormwater BMP Academy
LEVEL SPREADER #4
PROJECT: Sandbridge
DATE: January 20, 2006
LOCATION: sta. 4+00 east side of ditch & north side of road
FLOW TO LEVEL SPREADER
1.23 acres = DRAINAGE AREA
0.16 acres = IMPERVIOUS AREA, (C= 0.90)
1.07 acres = GRASSED AREA, (C= 0.30)
0.00 acres = WOODED AREA, (C= 0.20)
0.38 = RUNOFF COEFFICIANT (C)
1 irVhr = RAINFALL INTENSITY
0.47 cis = FLOW TO BE MANAGED BY LEVEL SPREADER (first 1' flush)
LENGTH OF LEVEL SPREADER
trees/shrubs : DOWN SLOPE GROUND COVER
1.33 ft/sec = MAXIMUM VELOCITY ALLOWED OVER LEVEL SPREADER (Table 3)'
0.058 ft = EQUIVALENT WATER HEIGHT OVER LEVEL SPREADER (Table 3)'
9 ft = LENGTH OF LEVEL SPREADER REQUIRED
6% = AVERAGE SLOPE FROM LEVEL SPREADER TO STREAM BANK
50 ft = EFFECTIVE DISTANCE OF LEVEL SPREADER (Table 5)'
50 ft = WIDTH OF RIPRARIAN BUFFER
1.0 = NUMBER OF LEVEL SPREADERS REQUIRED
FORBAY
13% = IMPERVIOUS
3.0 feet = ASSUMED PERMANENT POOL DEPTH FOR WET POND
0.70 = SURFACE AREA TO DRAINAGE AREA RATIO (Table 1.1 from BMP manual)
375 sf = REQUIRED SURFACE AREA
75 sf = FOREBAY SURFACE AREA (20% of required surface area)
Design concept provided bw
W.F. Hunt, D.E. Line, R.A. McLaughlin, N.B. Rajbhandari, R.E. Sheffield
North Carolina State University
Stormwater BMP Academy
through a wooded buffer than when flowing over a grassed buffer. Water will typically
regroup faster if it flows over steep slopes than over gentle slopes. Effective distances
based upon observed flow recollection are shown below in Table 5.
Table 5. Effective Distance of Level Spreaders
Ground Cover Slope from Level Spreader
to To of Stream Bank Effective Distance
feet
Trees/ Shrubs 0-6% 50'
Trees/ Shrubs 6-15% 25'
Trees/ Shrubs >15% 17'
Thicket 0-8% 50'
Thicket 8-25% 25'
Thicket >25% 17'
Grass 0-8% 50'
Grass 8-25% 25'
Grass >25% 17'
Putting Level Spreaders in Series
The outcome of effective distance is that level spreaders may need to be placed in
series, particularly on steeped sloped sites. If a level spreader were installed in a
tree/shrub area 50' from a stream bank with a standard slope of 15%, three level
spreaders in series would be needed to maintain a degree of sheet flow throughout the
riparian buffer. For a quick calculation of the number of level spreaders in series needed
throughout a riparian buffer use the following equation:
NS=W :-Ed
Where: Np = Number of Level Spreaders in Series
W = Width of Riparian Buffer through which flow is spread
Ed = Effective Distance Flow is Sheet Flow (from Table 5)
Example Calculation
A complete level spreader design is reviewed below:
Problem Statement:
A road in a residential development on the western shores of Lake Norman will encroach
within 75 feet of the lake. A 50' foot wooded buffer has just been required along the
Catawba River in Lincoln County. No concentrated flow is allowed through the buffer.
The drainage area (all road runoff) collecting at a point 75' from the lake is 1.2 acres. The
average slope from the roadway to the Lake Norman waterline is 7%. This slope is
continuous. The existing condition is shown in Figure 8.
N.C. DOT Level Spreader Workshop
February 19, 2001 - Raleigh, NC
3. General
a. Basin shape should minimize dead storage areas and short circuiting. Length to width
ratios should be 3:1 or greater. (Barfield, et al., 1981, pp. 426.429; Florida DEP, 1982,
pg. 6-289).
b. If the basin is used as a sediment trap during construction, all sediment deposited during
construction must be removed before normal operation begins.
c. Aquatic vegetation should be included for a wetland type detention basin (Maryland
DNR, March 1987; Schueler, 1987, Chapter 4 and 9). A minimum ten foot wide shallow
sloped shelf is needed at the edge of the basin for safety and to provide appropriate
conditions for aquatic vegetation (Schueler, 1987). This shelf should be sloped 6:1 or
flatter and extend to a depth of 2 feet below the surface of the permanent pool (Shaver
and Maxted, DNREC, 1994). A list of suitable wetland species and propagation
techniques are provided in Schueler (1987) and Maryland DNR (1987).
d. An emergency drain (with a pipe sized to drain the pond in less than 24 hours) should be
installed in all ponds to allow access for riser repairs and sediment removal (Schueler,
1987).
Table 1.1 Surface Area to Drainage Area Ratio For Permanent Pool Sizing For 85% Pollutant
Removal Efficiency in the Piedmont

% Impervious
Cover
P3.0 4.0 5.0 6.0 7.0 9.0
0-49 043 0 -11
20 .97 0.79 0.70 0.59 0.51 0.46 0.44
30 1'.34 1.08 0.97 0.83 0.70 0.64 2-62
40 1.73 1.43 1.25 1.05 0.90 0.82 0.77
50 2.06 1.73 1.50 1.30 1.09 1.00 0.92
60 2.40 2.03 1.71 1.51 1.29 1.18 1.10
70 2.88. 2.40 2.07 1.79 1.54 1.35 1.26
80 3.36 2.78 2.38 2.10 1.86 1.60 1.42
90 3.74 3.10 2.66 2.34 2.11 1.83 L67
Notes: Numbers given in the body of the table are given in percentages.
Coastal SA/DA ratios can be obtained from the local DWQ Regional Office.
Table 3. Maximum Velocities of Flow Across Level Spreader
Down Slope Ground Cover Velocity at Level Spreader "Equivalent" Water Height over
Level Spreader, X
Grass 1.33 s 0.058 ft
Gravel 1.5 s 0.074 ft
Thicket Shrubs, Grass) 1 1.33 s .0.058 ft
Mulch Trees/ Shrubs) 1 0.67 s 0.015 ft
Using Allowable Velocities to Establish Level Spreader Length
With an allowable velocity determined based upon down slope ground cover, it is now
possible to calculate the necessary level spreader length. The calculation is based on two
equations: 1. the Weir Equation and 2. the Continuity Equation. They are described
below.
Weir Equation:
It is assumed that the level spreader functions as a long weir. Flow over a weir is
described by the following equation and graphically shown in Figure 7.
Q=C",oLoH3/2
Where Q = Flow
L = Length of Level Spreader
C,, = Weir Coefficient (set to 3)
H = Driving Head (shown in Figure 7)
Flow over the level spreader is a function of its length and the height of water up slope.
Increasing the length reduces the height of water, as they are directly related. This is
important because the height and length of water flow dictates the velocity of flow over
the level spreader. This relationship is shown in the second equation, the continuity
equation.
Continuity Equation:
Q=VoA
Where, Q = Flow
V = Velocity
A = Cross-Sectional Area of Flow = (L • 2/3 H)
The allowable velocity is determined by down slope cover (grass, gravel, mulch). This
then dictates the cross-sectional area, L • 2/3H. Combining the two equations lead to the
following relationship:
N.C. DOT Level Spreader Workshop
February 19, 2001 -Raleigh, NC
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: Project: Latitude:
Evaluator: Site: O?7 . 0 ? 3 -? Longitude:
Total Points: Other
Stream is at least intermittent c? ??, S County: ;1 1 e.g. Quad Name:
if a 19 or perennial if? 30
___% r
A. Geomor holo Subtotal = A ent Weak Moderate Strong
1a. Continuous bed and bank 1 2 3
2. Sinuosity 0 1 2 3
3. In-channel structure: riffle-pool sequence 0 1 2 3
4. Soil texture or stream substrate sorting 0 2 3
5. Active/relic floodplain 0_ 1 3
6. Depositional bars or benches 0 1 3
7. Braided channel 0 1 2 3
8. Recent alluvial deposits 0 1 2 3
9 8 Natural levees 1 2 3
10. Headcuts 1 2 3
11. Grade controls 0 .5 1 1.5
12. Natural valley or drainageway 0 0.5 1 1.5.
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
No = 0
Yes = 3
" Man-made ditches are not rated; see discussions in manual
R Hvrirnlnnv (Siihtntnl = 1
14. Groundwater flow/discharge 0 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel - d or growing season 0 1 2 '3
''J
16. Leaflitter 1.5 1 0.5 0
17. Sediment on plants or debris 0 0.5 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 '0.5 1 1.5
19. Hydric soils (redoximorphic features) present? No = 0 Yes = 1.5
c ?'!J
C_ RInlnnv (Suhtntsl = 1
20 . Fibrous roots in channel 3 2 1 0
21 . Rooted plants in channel 2 1 0
22. Crayfish 0.5 1 1.5
23. Bivalves 1 2 3
24. Fish 0.5 1 1.5
25. Amphibians 0.5 1 1.5
26. Macrobenthos (note diversity and abundance) (0 0.5 1 1.5
27. Filamentous algae; periphyton 1 3
28. Iron oxidizing bacteria/fungus. 0.5 1.5
29 . Wetland plants in streambed FAC = 0.5; FACW = 0.75; OBL = SAV = 2.0; Other = 0
" Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatidvt wetland plants.
Sketch:
Notes: (use back side of this form for additional notes.)
;\14
A r?9QG
y
r? r
c -?
O
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
February 17, 2006
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 06-0232
Nash County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
R. Jackson Smith, III
Morganshire Partners
1704 Evergreen Avenue
Goldsboro, NC 27530
Subject Property: Sandbridge Subdivision
Ut to Toisnot Swamp [030407, 27-86-11-(1), WSIII, NSW]
REQUEST FOR MORE INFORMATION
Dear Sir or Madam:
On February 10, 2006, the Division of Water Quality (DWQ) received your application dated February 6,
2006, to impact 106 linear feet of stream to construct the proposed road crossing and subdivision at the
subject property. The DWQ has determined that your application was incomplete and/or provided .
inaccurate information as discussed below. The DWQ will require additional information in order to
process your application to impact protected wetlands and/or streams on the subject property. Therefore,
unless we receive five copies of the additional information requested below, we will have to move toward
denial of your application as required by 15A NCAC 2H.0506 and will place this project on hold as
incomplete until we receive this additional information. Please provide the following information so that
we may continue to review your project.
Additional Information Requested:
1. Please discuss why the stream crossing may not be engineered to impact the stream at closer to a
90° angle.
2. Please fill out Section VI, Item No. 3, of the Pre-Construction Notification application and show
all on-site wetlands on your site plan if applicable.
3. Please clearl locate all isolated or non-isolated wetland, stream and other waters of the State as
overlays on the site plan.
4. Please provide the location of any proposed stormwater management practices as required by
GC3404.
5. Please provide detail for the stormwater management practices as required by GC3404.
6. Please specify the percent of project imperviousness area based on the estimated built-out
conditions.
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o enr state.nc.us/ncwctlands
N?on?eh Carolina
Naturally
An Equal Opportunity/Affirmative Action Employer- 50% Recyclcd/10% Post Consumer Paper
Morganshire Partners
Page 2 of 2
February 17, 2006
7. Please indicate the diffuse flow provision measures on the site plan.
Please contact the DWQ within three weeks of the date of this letter to verify that you have received this
letter and that you remain interested in continuing to pursue permitting of your project and will be
providing the DWQ the requested information at a later date. Please contact me in writing and Eric Kulz
of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks, we will assume
that you no longer want to pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733-
1786 if you have any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/ jm
Enclosures: GC3404
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
B.R. Kornegay, Inc., P.O. Drawer 1435, Goldsboro, NC 27533-1435
Filename: 060232SandbridgeSD(Nash)On_Ilold
DWQ# V _0 ? J Date /c) Who Reviewed: -
Plan Detail Incomplete
? Please provide a location map for the project. ?(?
1n c? ?s? ?, o
? Please show all stream impacts including all fill slopes, dissipatcrs+, andd (bank stabiill?ilza ion on??e siCte /p]`
?? ? tiM' C'/ v
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan. pv
? Please indicate the location of the protected buffers as overlays on the site plan.
M/1"'Pleasc locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan. mv?
lease provide the location of any proposed stormwater management practices as required by GC n/'-Pleasc provide detail for the stormwatcr management practices as required by GC34
M/ Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
O/Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
. Please revise the plans to minimize the impacts.
? The stormwatcr discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
? Please submit electronic CAD files showing via email to [e-mail] and CD.
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.

o Complete items 1, 2, and 3. Also complete A. Signatufe
item 4 if Restricted Delivery is desired. 1 13 Agent
fa Print your name and address on the reverse X = r>'? ? Addressee
so that we can return the card to you. B. Received by (Panted Name; c. ate
v Attach this card to the back of the mailpiece,
or on the front if space permits. ` D. Is delivery address different from item 1 ?
1. Article Addressed to: It YES, enter delivery address below: ? No
R. Jackson Smith 111
Morganshire Partners
1704 Evergreen Avenue
Goldsboro,NC 27530
DWQ# 06-0232-Nash
3. Service Typo
Certified Mail ? Express Mail
Registered Return Receipt for Merchandise
? Insured Mail 11 C.O.D.
2. Article Number
(transfer from service It
:.........its l ?..,....
4. Restricted Delivery? (Extra Fee)
7005 1160 0000 9954 9413
Domestic Return Receipt
? Yes
102595-02-M•1540
UNITED STATES POSTAL SERVIC .` t\ "R?
First Class Mair "
r' Postage & Fees Paid
USPS
Permit No.-
G-10-• Sender: Please prinllyour-usiiie, address, and-ZIP*4-in-t ta+s box'^- ----
NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
~ 55111
STA. 5+10 R . l~wr ELEV.33851 n m
4 "x22.5° d45° ELLS wvw ' lwaur J35P1 co
W/ BLOCK I NG - RIY E1tY..)198O ~ r ~ ____..,t.._,~ ~ 1 N
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~ 4 x22.5 ELL , . ~ r LOCATE @ H I GH POINT ' - ti E ~
W/ BLOCKING ' ;1 ` f 1. ZONE 1 OF THE RIPARIAN BUFFER SHALL NOT BE DISTURBED ~ ~ ~ BEYOND THE CONSTRUCTION LIMIT. CONTRACTOR SHALL INSTALL -o ~ ~
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GRAVEL URNi~ r' W ~I 2. THE EXISTING PUMP STATION SHALL HAVE PUMPS REMOVED AND > " o~
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~ ~ - ~ ~ 1 ~ i ~ IN PLACE BY CUTTING DOWN THE WETWELL 1 FOOT BELOW GRADE ~ ~ m AND FILLING THE WETWELL WITH SAND. THE EXISTING PUMP STATION ~ - w a
l ~ ~ j a } z~ AND FORCE MAIN SHALL REMAIN IN OPERATION UNTIL THE ENGINEERS ~
~ ; ~ ~ f.~ g -JE A`{Jr DIRECT THE CONTRACTOR TO ABANDON THIS PUMP STATION. ~ ~ ~ a ~
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...:..__.r.._.. . _ _ _ _ DATE: SEPT. 2005
-
_ _ - TECHN I C I A SMM
315
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_ EV I S I ONS R
- _ 3 0
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2 8 5 _ . . . . _ . _ - _ nnn i yin 11T1/
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. ...._....T 85593 A-1
SHEET NO.
275
a 275
DRAWING NO. 9+00 1 0+00 11+00 12+00 13+00 14+00 15+00
85593-007
,
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00

I 111
1 ~ GRAPHIC SCALE I I II
, I I Ir`I ~ 0 25 50 100 200 I HEREBY CER11fY THAT THE FLOODS 'THAT THE APPROVED ON THE DAY OF THE CHAPEL N.C. HWY. 97
~r / IJ I rr / \ PRELIMINARY PLAN OF THE SUBDINSIOP ~ OF THE SUBDINSION AS SHONH ON THE PLAT. PREUAIINARY APPROVAL IS VALID FOR A PERI00 OF 12 MONTHS FROLI 9T
I I `J THE ABOVE DALE OR AS ESTABLISHED I 1 A I I I ~ ~ \ OR AS ESTABLISHED UNDER THE VESTED RIGHTS PROCEDURES, IF APPLICABLE.
I I v (IN FEET )
I ~ _ \ \ PLANNING DIRECTOR I i~.~ 1 v , ~ ; I I I I~ v 1 inch = 50 ft. ~ DATE 581 N
~i. I 1 IIII T v I~~ I I I I~ 1 1 1 1 1 A \
I 1 I , 1 1 ~J, A I I I 1 1 II 1 ~ I j II i'; 1 I I V \ MM~•~•
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I I I I ~•II I t 11 ~ I~ ~m 1 11 11 11 11 II 1 I /r ,A it I ~I I I 1 \ I I I I I I I I 1 1 1 I r 1 1 .7116
I I I I 1 I I' I I/ I ~ i 1 1 ~ 1 1 1 1 II \1 I I I I I I I I ' I° I 11 n 1 1 1 1 I 1 ~ I 1 I 1 I .1 I 1 , I 1 1989 flRE TONER ROAD N
~ I I I 1 I I 1 1 c I N 1 1 1 1 I 1 I I I I i 1 ~ I I ~ i ' I \ 1 lr 1 1 1 1 1~ \ I I I I 1 1 1 I I 1 1 1 A~ \ ro ~ o rc
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PROPERTY I I I I I I I I ~ 11 ~ it I i 1 1 11 1 11 ~ I i i '1 1 1 I I r
DEED BOOK 1984 PAGE 533 I it II II I ~ I j I ~ 1 I I 11 II 11 11 11 11 1 ~ I 11 11 11 II \ RESIDENTIAL I I I ~ I 1 ~ I 1 1 t 1 ' 1 1 ~ C I I I 1 ~ I I I I N 1 I/1 I 1 1 ~ v 1 1 1 1 . 1 1 1 I ~ o y~, 11 L,, ~ ~ •9s, NORTH i
I , I I I I I I. I I 1 1 f I 1 1 1 1 ` ` 1 I ~ VPf I I I I I I I I I 1 I I I 1 1 I I 1 1 1 1 I / DES
I I I I I I ~ I I I 1 I I I ~ 1 1 1 I rl 1 1 1 1 1 I ~ ~lqN PIRG I I I I I I I V ' I I 1 1 l l ' 1 1 V 1 I I ~ f Irylq M VIRGfryrA ~ FqR ~ 0 2006 VICINITY SKETCH
I I I 1 1 I I I I ~ P~ 1 I I I I 1 V 1 1 I 1/ I 1 1 ~1 ~ 1 1 , ~ \ ~ Q(f fS P I I 1 v I I 1 , I I i 1 1 I ~ I 1 1 1 ~ V D D ~I TRIq Rq II 1 ~ , I ~ a I I 1• I I I I II v I 11 11 I 1 ~ 1 I II 1p, ~ RgINAG`~ \f'~S ~AGR1Cr IAgRROPFR M£R NE1RS
I I ~ I I I 4 I I 1 ~ ~ ` 1 1 I / 1 `'~n 1 I I ~~/11??~ ~ F fq fMEN ~ fMfN I I i I I i I ~ I I I I 11 1 , I t 1 I I I S T \ ~+eNr co~TORgr~ OENPi.WATERQUALITY us+wasro111~wAT~
I I ~ I I I( I ~ I ~ ~ ~~I I ~ II I ~ 1 Ir i; N r 1 i ~ II 1 ~ rp' r/ `v \ V A
II 11 I I i ~ I I " I //~11 ~ i 1 I I` I 1 11 `I li I r N ~ I I I 'I to / I 1 1 1 V I I I ~ ~ 1 / I 1 I I I I I I I 1 1 ( I I 1 i ' 1 ~ I. I I I I I I I ~.O I , 1 1~ , A ~ \ pROpOS ~ ~ FD Sf0!
l / ' l I ~ 1 I I I I t I t I I P I N rl I I I I I I \ I / / / I I I I r 1 ~ I 1 1 ~ ~ `r r l 1 I I I I Sr - O I 1 1 1~ / / / / / / I I I I I ~ p I i I ~ I I I I I I '85~ ~ ~ I I \ ' 1 J ~ ~ ~flyGr'~eNr r ~ y , Rqp l F
/ ' I Il I ` ~I 11 1~~ I/ r l I I I 1 1 I I 1 I r I I I I I I I •19 qCR FT; ~ ~ j I II I 1 I I ~ ~ ~ WIDTy ~ 50 F I I W DfpT ' 2S r EXISTING PROPOSED
r I I I 1 { 1 I I I I 1 N m I I I 1 I I I I I I I I I Ft Z I Ip' I I 1 I I I I I 1 1 ( I v~ I I I I ~ ~ I 1 I I I I I I I I I I I I ~ a I w l I 1 I I I I I 1 1 ) 1~ 1 1 I I .'y I 1 I I1 I 10' I I I I ~ 4p ~ I I 1 I ~ ~ ~ E!R W1D y ~ 2. Fr ---1ao--- i ~ ~ ~ Ty , 8 5 Fr CONTOUR
I I I I 1 1 1 11 I l N~ 4' I I 1 I I II I I I I I 1 1 ~ Ojj I I r0 I 11 1 I I I I I I 1 1 1~ i ~ 1 1 I 1 II I II I I I I I 11 ~ 09? q~ Fj I ~ 1 1 1 I II I I ~ I ~ ~ (Sff D '0 Fr CONSTRUC110N LIMITS - - - er ~-,'h I
I 1 ~ I I ~ I I I I/ I ~ eft N I I I I II I II I I I I I ~ I I I I v Ap~ ~I II I I 101 ~ I I I 1 ~ I{ OI 1 I I I I I , i I ~ ~ ~ ~ ~ ~ GRAVEL RIP RAP FILTER BASIN
I I I i I~ ~ ~ ~ ~x~ I I II I I 4r~~~, 1 I I I I I \ ~ I OI I I I I II li I a a M I ~ ~ 1 I 1 f 1 I I 0. gs A SQ FT, ' ` II O I ~ I I I ~ 1 ~ l I I I I i I ~ ~ ~ ~ WOODS LINE ~._A..?....~._~__,_...!,..~..,!,_i
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II I ~ I ~ ~ n~i 1 I~ ~1 1 1 I 1 31.580 ,,QU~R I Il I/ ''0 I II I I I 157-~ I ~ ~ 1 I I II I l I I ~ 1 1' 1 I I i D I I A I I I i I i i ~ ~ \ i i i I i I I ~ ~ ~ ~J I FLARED END SECTION Q
I I I I ~ 0. j $Q. I I I I I I I I11 1 ~ I I I I I I r I 1 ~ ~ I I 1 I 1 ? A ~ I 1! I/ I Z I ~ I I I 1 ~ I A I I 1~, I I I l I ~ I I~ UI I 1Rr FkC ~St 1 ~ I D I I I _ I IAa~~ i I i t• I I I I ~ ~ I ~ ~ I , L/ I ti i , I I ~ ,4 , I I SEDIMENT TRAP
I I I I I I ~ I I ~ ~ ~ I ~ I l~ d I ~PgRrglU~Np 1 I I ~ ~ I I I I - ~ I 1 ~Oj~ ` I N I I~ I I N N I I uJ j \ I I I ' ; ! ~ ~ I I I I' I 11 811 1 I I ~ I I I I I I I , o,s? sp• FT v I o r.~ I ° i ~ ~ , t ~ I ' ~I I, ` DRAINAGE FLOW DIRECTION ~ ~ ~
I 1, ' I 1 ~ ~ I ~ ° ~ I 1 1 I 1 '1 R I I I m l I I I 1 I gCRFt • 1 10 i I I I 1 ~ I 1 5° I 1 I I D I I I I ~ ` I I I ~ ~ ~ o ~ o ~ I ~ ~ ~ y i ~ ~ ~ ~
I~ 1 m I I 1 11 1 ~I I 111 ~ ~ I I ~I? I 1 11 1 1 I IVI I , I Z I I I y ~ I I I I I 184,84 I ~ QI ~ I• I I, I~11 A I I /^i I I~1 I I I I _ ~ \1 I I I I ~ I I 1 17.g j sp , O 5 1 ~ I I'~ I I 1 I I/ rn I I~ I I I ~ ~ - I 1 2 1 I y ~ ~ ~ `I tG, , , ~ ~ ~ ~ I U-SHAPED FILTER BASIN
1 11 r1 1 I I / m I , I l I I j ~ ~ IN5 gCRF FT I 1~ ~ ~ Z II I N I I I I - 1 I~ ~ ~ ~ ~ ~ 4p 48fd >v ~ ~ ~ ~ ~ ~ RIP RAP APRON o ~ ~ .orr s o ~ ~ ~ ~ t ~ ~ ~ ~ I r nr 4s2 q 0. >a I ~ ~ ~ ~ ~ • h ~ I ~ I ~ I SILT FENCE
I ~ m 1 ,RlP ~UDr $fl I I 1 fU I :I 745 I I- I I Z I I ~ - - -ms's: 1 ~ r r r ARrq NCI ~ I I N d l 1 '3 ~ 6t I I 1 I~ I I 1 1 6 1 1'~ I I I I ! ! r IN BUF "t71' 11' ~ I ~I ~ I I 1 I 1 I N I I I ro nl r
~ `18• I i i 159, ~ o Z 1~ -n I > N 11 1 ~ 1 a W ~ ~ 'D ~ N N ~ y ~ s ~ : ~ ~ I ~ _ ~ ~ UTILITY POLE ~ i ~ ~ ~ ~ i ` ~ ~ ` ~ I k II i _ ~I i GUY WIRE
1 ' r 1 ' 1 ?18 $Q. I Z ~ I ~ 1 I~ I 11~ ~ ~ M ~ I a I 1 1 ' 11 ~ ~ \ , - I ~ ~ i I I I / / ! '33 q FT I ~ I 1~ I, I P %O i I 1 I N I 1 1 11 1 ~ I I _ I I I I ~ fkLY CRft I I ~ 1 1~ I 1 I c l I I I 1 1 1 25 ! -255-' I ~ ~ ~ - nt I ~ I~ I ~ ~ :w ~ ~ ~ ~ I ~ I i ~ I ~
m I R!P Upr I N ? I I y lF 1 1 9 - 2 I I / / I 1 qR/q NO I I~ ' I 1 Z I 1 a I 1p PF(~ 1 I I 1 _ i` y' I 1 11 1 U i . N 9U I~ 1 I I FT RF 1 1 - _ _ I ~ ` ~ ~ ~ ~ ~OtB ~ dd ~ ` . ~ ~ I I I ~ - I '>I ELECTRIC LINE - E - - - E E - I ~ ~ ` ~ ~ I ~9? SQ, pr` IOW ~ ~ ~f ~ d ~ I I i ~ - ,-I
/ I I I r' ~ I / ,l I MFR I I T ~ I' 1 11 N I I I ig~ 1pNG~R 1 1 1 1 ~ ~ 1~. I r ~ I N n I I 1 v l 3 Dff /`4 1 ~ ~/p/~ ~ I I I I 1 Itia; I , ~ i I I~ 1 1 1 N I .I IF FT P 1 11 1 A "~T i 1 - I i ~ ~ , ~ ~ I q~Ft ~ ~ ~ ` , ~ r, A ~ II i~ i t I ~ ~ - ` FIBER TELEPHONE LINE - - - r - - - r - I ~ ~ ~ ~ ~ ~ ~ ~ ~ 2~ ~ ` ~ F ~ ~ ~ ~ ~ _
I m 1 , ~ w I x1 ' I 1 1 1 I OR@ ~pf 1 Y / 1 I / ~ ~ ro I ~ I I I~ I. I I ~I p AY 1 1 1 ~ STp~y,~ ~ r ~ n l ~ I I I I I `111 pR I ~I w l P~Bgy DIgMf 1 1 - ^~rl ~ ~ t ~ ~ ~ ~ ~ ~ ~O ~ _ ---r---1- I I ~ ~ ~ ~ ~ ~ Q ~ ~ ~ ~ _ _ , FIBER OPTIC LINE
r n ~ I I 1 I I I fq~pg~,rNq~ a I gIACF FOFP~~R ~ 1 1 1 1 V _ ~ ' ~
I I I I 1 2 1 1 1 ~FgrT I I R~Npk~~ 3Fl Ft 1 1 1 54 / , I 1 ~ Wi ~ I I I II 1 c ~ / ~ I (SF f ~,Tlfyfj ~ IRyFR 11 1 -253 _ ~ ~
I I m ti I I 1 ' I li ~ ~ i i N i l l 1 I 1/l) RFIOFR 1 1 1 1 r1 1 ~ ~ I 11 I I ~ II r' I I II I 1 11 1 ~,..L.. - / 'I I ~ ` ~ ' ' ` 2~3) ~D^' orr F ` ~ ~ ~ ~
I l l~ I I 1 I I I I~ I I I 11 I 11 li"1 1 1 - - -----253 / J 1 1 I II 1 1 I II ~ / II ~ ~ I I 11 R~~IDItCN - / ~ y ~ ~ ~ ~F/ ~ p l' l 1
I J w ~ ZI I I II 11 II I ~ II ~ r1 I I r 1 ~ - ~ ~ ..,2 r
II ~ ~ ~ II I 1 1 ~ ~ 11~ 1 11 Iv I 1 1 - _ ~ I N 1 N O I - ' ~ `I I I ~ ~ ~ ~ ~ ~ ~ ~ ti ~ ~ ~ N s1L11.JLOlOL
P I ~ ? ~ I I 1 ,'f 1 _ I N N \ ~ Z \ I I 1 I I I ~ I n i I~ l I.Y ' I ` SrO~ - CORrf I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ w I~ _ EkctExr II , ~ ~ I t , ~ ~ ~ ~ ~ ~ ~ TOTAL AREA WITHIN TRACT - 18.52 ACRESf INCLUDING ROAD RIGHT-OF-WAYS
I r p N I 11 i- rl I R BASIN N 1 ~p37.30 I ~ ~ ~ _ - - e+qp ' 4 - - - - - ~ ~ kCerSlpl ~ o I m P I 1 1 F1~T U-SHAPED flLTE r ~ ~ ~ ~ - y FT ~ I I 1 qVF 8 SEE DEL 6/3) r 1 1 ~ ~ _ - ~..o - - - - - 1/3 Cth o e~sro ~r3J ~ ' ~ ~ ` ~ o t ' ~ ~ ~ ~ ~ ~ i ~ TOTAL AREA I RIGHT-OF-WAY N•C.S.R. 0 FIRE TOWER ROAD = O.1 CREt eT r~3 R cw,r,; I i I ~ ~ o ~ 42t2~ F ~ I, WITH N N , 1138 ( ) 8 A Spa G I` ~ I ~ ~ ~ ~ ~ G,yr sp. Ft `'o. ~ ~ I TOTAL AREA WITHIN RIGHT-OF-WAY SANDBRIDGE ROAD- 1.60 ACRESf
0 1 ,1 I I I tp~r ( , o I . 1 _ s, - ' ~ • cu ~ ~ q~ef ` ~ ` I TOTAL AREA WITHIN LOTS = 15.63 ACRESt
a m o J I 1 ~ r 1 DR~tpgCF t (Sff D fFgDwq~ 1 r r~ 4#Op~'1 ~ ~ \ _ m o° ~ r r 1 I / I FA~ ~ 16/ r I t 1 v ~ ~ ~ I ~ N . 1 I fk R1Ek r ~ ~ ` 0 ~ I ~ I ' ~ Gf~sr (23 ~ ~ ~ ~;r o ~ ~ TOTAL NUMBER OF LOTS = i6
o x z m Ji i r ~ IFNT I r r i 1 ~ ~ a - ~+9a~ _ Z N ~ ,F !vl rl 1 I' 1 / (f ' ~I / ~ 1 1 ~ ~ ~ 49- ~ i I~ ~ ' ` ` o£r I/3 ~ lrNa ~ ` ~ AVERAGE LOT SIZE = 0.98 ACRESt __--249"---_-- ~ ~ ` I ~ ` ~ ~ 5/3 ~ ~ `9 ~ I
?6 / w i I'll r F FT ~/1 r I I`' 1 1 .j1~• 3,13•' - ~ I ~ ` ~ , i THE PROPERTY IS LOCATED IN THE TOISNOT CLASS II WATERSHED. - k~ ~ 1 ~ ~ ~ "e ?r ` ~ TAX MAP BLOCK & PARCEL NO.: 276600660453 AND 276600650167
m o II I1 / r r / ORBgy 18' C r I I I pt ~ - - ~ qp r / F D! 3 pF~ r r I I ~t Bjp.pO e+ ___`~-.~,24a- I < < ~ ~ ~ ~ do i DEED REFERENCE: BOOK 1071 PAGE 904
m / AAr FT P / R~3 1 ~ . ~ 2 ~ ' ! rr ~ p~ 8q y OfP R ~ 1 I"pF ' r / I I ~ ~ ~ ~.4b1.99 g9 ~I - , ` - - • ~ . , ' - - ~ ~ ~ - w ~ ~I / I 1 gRpU CEFk Al ~ 1 FT/ l l I bFR~ ~ 0~:285. y -249-_._ - + ' I • ~I~ ' ~ ` 9 ~ F ~ ~ MAP REFERENCE: MAP BOOK 27 PAGE 150 - ~ ~ I• I ~ ~ ~ 1 ro ~ ~ ~ ~ ~
~I1 i r / ND~fCf(~OR JFT l ~ i ~ Q4~ 1 ~29g,__ A r,~,. ~ , 1 , - qN0- ~ I ~ ~ • • JI - ~ ~ ~ Y ~ y~ , ZONING DISTRICT: R-40 ~ ~I ~ ~ ~ ° ~ ~ ~ -
r~m r l / (SfF~Fg0~R ' r DFi ~Rf X24 - - - eR~Q ~ ~ 9~M Jrml / r , DfT, rFR. / / ~ I 1 ~ 1B (IANC~R/3 s' ~ ~'2a>~ '-2a8_,';~•. GE R °~~o ~ ~ ~ \ ~ ~ ~ ~ SETBACK LIMITS: FRONT - 50 FEET 1 ~ Yip ~ V ~ ~ ~ ~ REAR = 30 FEET
Ir l / h ~ r ,1 3 -KP - - O - 4-- , `'x~ ~ T ~ SIDE = 15 FEET
ti/ Aid , 1 / °jP~RS1gy/ / r \ g31.10 pQ4@qy DIgMF ~ _ '29g_ '2a6_ ~ 1 o I / r , /peal t D\`•. '1 gRgC£ FkpfP>H~2 a 10 ~ ' ` ~ ~ ~ ~ - STREET SIDE - 25 FEET 0~.
r ~ 1 I r r / Y t \ ~ ~N ~1 3 FT ~ - -24i - - - ~ 1 1 \ I r ~ ,y t t \ 1 t:l, ~SEF DfT~PF(~OR ~N~R ~ _ _ , _ ,`246` - - - ~ 1~ ~ ~ ~1 ~ T a~ ~ ~ ~ ~ ~ ~ _ a~ ~ ` ~-7 SIGNAGE: MAXIMUM SIGN FACE AREA - 32 S4. FT.
\ ~ ~ - ~ I 1 I 1 I I t P 1 .1 ` 1/1 $PRf 29q. ~ 10' -24 I 1 1 I I 10'"t7P ~ ~ t ROp ~ , ~ ~ '~R - -2a , 6---------- - ~ 1 _ ; ' } ~ .o ~A~yIENT MAXIMUM HEIGHT = 6 FEET
1 1 I I ~ qr ~ 1_ _ 1 .F ~ +r -z, to~ _ _ _ kl 1 I 1 l f~ ft fA ~ ! r~ ~ PRA 4~ S •,2 -245----____ ~.245~ ~ 20' DRAINAGE ~ ~ ~ PLA MENT MINIMUM OF 10 FEET FROM PROPERTY LINE _ _ _ 6. ~ ~ ~ CE
Jy I Ir 11 I I 11 P(gCf yOFpR ~ rpRipf : ~ r 1! -h(ar4 ~,T gpq~1 ~ - 44,\ ,O - _ 1 1 1 gRDU fk lh , F7: a,1 ~ '"wT ~ - _ ` ~ r0• ONE SIGN PER ROAD FRONTAGE '''r ~a~:. ~ Q. ~ ~ ~ ~ ~ li . NOTES:
ci T N I 1 I Np lF CFt$lpR 3 FT I 8 I / ~?1• ~ 9 RIp `2q2. - - , ~ r0' - ' ` _ _ I 1 ~ 1 I I P£( SPRFUN~: I I ryx t ' II RM ~ ``2q3-- - - _ _
r~ 11 1 l l 1 ($FF App I I 1 \ II 1 1 ~ _ _ ~ ~ 1. SOILS INFORMATION ARE PROVIDED BY DANIEL J. BLILEY.
b 11 51 ~ 1 1 ,pfr,lh~ I 1 \.j ~A~NPp~R1 , - - `;p - ,~p• II m 1 J, 14?gal 1 1 1 11 RAP r ~ I - 241 - pjj 242>> 2 _ 4~ ~ _ 0 1 1 11 1.?? $Q. FT 1 1 1 I II s~ (SFf ~~~~1 4 - ~_e? ~ fT ~ _ __^'rv_, '-245---_ ° ` - ~ ' 2. THE PROPERTY BOUNDARY SHOWN IS AS RECORDED ON MAP BOOK 41 PAGE 53 i
m u 1 1 , ACRf$t 1 ~ 11 ~ I 1 \ ~ J/3 q~N - - - 10' ~Ft'-2 ~ ~ _ n 1 1 ~ II ) - 41 _ 14 - _ ~ _ ~ i IN HASH COUNTY REGISTER OF DEEDS. ~2aa---- ~'--,,,r-• ~24~, ~•s ~ ~ ` i 3. ALL ADDRESSES ARE: BAILEY, NC 27807
m m l l 1 1 1 1 1 1 I 1 ~ I W 1 ~6 ~ `240-._- ~ _ 1 1 1 a 1 1 1 I I ~ 1 1 ~ I I~ I v - l! ~ 10' . - - '2 - _ - _ G. esq. l ~ ° ~ I
yl I I 1 1 ~ 1 1 1 I l W N I ~ 240_ _ __43_-\ 10 / 1 1 t ~ ~ ~ _ _ -~~A~~~~~ - _ y b' _ 93q FT ~ \ , I i 4. INSPECT ALL SEDIMENT AND EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RAINFALL.
/ I / ~ 1 11 II > v I ~ 1 I pR 1 I 1 O, ) - N 2 40,pj~"~G ~ _ 292 i / / I I ~ n ! 1 \ 1 I I aNq 1 1 ~ ~ ?8?~ 40-- ~ y : ' -0. ~ _ ~ _ -243__ ~ ~ p ~ EVENT. REMOVE ACCUMULATED SEDIMENT AND PROMPTLY MAKE NEEDED REPAIRS. o _ , ~ I N - 10, ~ ~ ~ I ~ _ ~p ~ ~ v ~
' / ' 1 1 1 ~ ~ ~ ~ I Fq Cf 1 \ ~ I.6j $0. - 8? FT. r / 1 I 1 1 1 I I ~1fNT ! qCR Fr o q~'ft-- m --_'--2 _ - O_ 1 1 I ~ D! l ( I ~1 5° ~ ~ R!P Nau F$f ~ 9, _ ~ - _ _ _ ~ ~ " ~ A
r ' 1 1 ~ ! ~ 1 I ~RyT I I I 1 1v, gRlgNp~C D 9' - _ ~ - --24 ~.3 --y-- J l I 1 cgy$~uMP~ 1 1. ~ I N cr'. aTCN 150 1 \ ~FFfR Z ~ ° 2 - ~ '292_ t0' ~ 44 - ~ ~ D ~ ~ I ~ ~ _ ~ Z , I ~ I
/ ' I cnpA, ycR fl ~ o o .I I 1 1 v D _ _ ~ r- , 1 pRaP ~ £v~A~Ft \ ` I I I I 1 `N 1 0 ~Z +a,D?I c~ z ----239---- ~ ~ ~ ~ ~--ti ~ ~a ~ ~ I I / EMERGENC`~ OUTLET FOR ~ - _ - _ 1? ~ , I I LEVEL SPREADER.
WI DSfD £~'r, M`cf 8 N I I ~ I I ~ I 1 l o > 2 ' w I.rl $o f -2m y 'pjj 20' TN F~ 68 ~ 9/3J 1 ,~1 N 1 'v :I Ir N n 1 11Z \ ~ c Fk gcRESfr m ---23 _ _ °•s2q$4• (q AR (.F , 1 r I 1 0 a to 'n RIP ClU 8 CRF _ ~ _ , m - o - _ ~ II ~ INVERT TO STREAM IS 6 _ ,
- - - m--\ NDS~ fD FN 24` ? ~ 1 11 '1 Y p' 2 I ,11 ` N , ~ gRlAN BNC D - ~ u! ~ - f BUF £cn P ~ ~ a 1 y . ~ I n \ 1 ~ ~ ~ `~R m e i ------0• a3 C i m INCHES ABOVE INVERT OF ^t - O M TOP OF BANK OF ' _ ~ --Z4p` ~ ~ 'P ~ i~ LEVEL SPREADER.
- -248---~.FfR °NS , \ z ~ I 111 ~ ~ ~ - 1 1 1 1 ~ m 2 ~ - ' 3- `a 1 IN I - - _ _ -2 o , ? \ _ y2 ~ ~ ROAD SIDE DITCH - ~ 9r, _ ,
V 1 I ------~0---- ~ 1~ '1 I ~ v xj0r SITE' \ 11 ~ I I I l( Il / ~ / _ - - - ~-23I- ~ ~ ~ ~ ~ ~ 90 2 - _ _ ' 2 ROAD SIDE DITCH INVERT - _
{k ` - iR1AN F 1 ~ 1 l I v ~1 r' _ 1 1 / ` 1 N ' ~ Ng ig• ~ _ _ _ U 1 1 ~ 11 I I I C~ I. r I 1 1 - ~ ti ~ /~1 I ' _ ~ 239_ ~ N ~ ; ~ - ~~.oa~gSO.Fr, vDi~, F a ~ FOREBAY . Gtf ~t \ ` 9 ~ V
f 1 ~ J` ~ v1 m ~ F ~ ~ ~ 3 FT. DEPTH MIN.
- 0 - - 1 (q I I / 1 ~ V ~ / A / i ~o ~ - -236- _ --24?-- ~ R25' I NOS I m I r-/ ' i \ / 1 ~ l - n ~ 2 _ A ~F~ ~ r~ / nnnnnnnnn. _ _ - ~ ~ - _
~__`nn~_, _ - n - ;

_4-_--------- --245-- 1 / r I ~ ~ \ ~ / / - _ 8 ~ - _ _ (ln .,z ~ ; ~ STABILIZED ; ~ SLOPE - - - zJ6 r I 20" J
- ~ \ _ ~ ~ . ~GrFf. . I I r I I ~ r ~ --234- - 1 I _240-_ -242., F ~ N~ \ ~ I ' ~ ~ I / \ ~ ~ ~ - - _ < --------------------I39-----_ z ~
41---------- ~ 293. kl$n~~~ ~ - ~ ,2{0 _ ~ ~ r 1 ~ 1 r _ ,T-ANC - - 0)•\ 4C`~ ~ I 1' ~ / -234 8 ~ @~~A,,^ ~ ~ ~ ~~5 ~ ~1A III r ~ / ~ ~ - - - ~I - t ~ l _ I -234----- - - - _ _ _ ~ ' ,n a. ,a
_ ~ ;=~F P g\ ~ I h / ~ ll _ - 233 - ~ ~`~9---_ ~ - - - -242-~ ~ \ ~ I I 11 ,ry ~ I ~ \V / - - - T4 - - - ,
_ - _ ~~:2d9__ ~ ~ 1 ll II 1~ 1 ~ I ~ \ /ice --232- _ - ~ - - 0'~ 8 ,l` ~ 241-- r `jl~ I 1111 ~ ~ ^i\~ \ - - _ - _ _ ~ ft. -23/----- - -233--- _ ` .
~ _ _ x'1P4,o-,~-_~ ~ ~ ~ \ v ` 111 Fxr$nN \ ~ / ~ mss l`~5'~+V ~ y k ' C 4?. \ / - - _ - - _ ~ - - ~ IPRAP LINED LEVEL SPREADER - - R
e,P4, ~ r ~ ~ OMP / o~ ~ \ X38_; , ~ ~qr ~ ~ ,23\9>, ~ ~ ~ ~ ~ ~ ~ / - -zs2-__ _ \ --23E' ~ CONSTRUCTED AT SAME ELEVATION ~ TO ACHIEVE Ox GRADE.
~ - ~ ~ ~ ` ~ ~ ~ ~ ~ ~L -230-_ - ~ ~ - - ~ f- ~ ~ _ ~ rr / V /V - -
--238-,k1$nNC -13 _ ~ ~ ~ l./ \ / ~ ~ 041 ~ F ~ ~ ~ I UNDISTURBED - 250-~ ~ "734'." _ - _ ,r. ,e ,i.
\ ~ I - P I -238_ ~xrSTjN ~ \ - _-229--"~ __.--229---- _ ~ ~ ~ I - RIPARIAN
~ , ~ --2z _ I II BUFFER 20 - 9 I I ~ DRAr ~ - , ~ , ~
~ I ANC ra. I ` I'~ o ~ R, R I ~ ~ ~ 1 ` CP j - / ~ ~ ~ 1 I - ~~H
~ ~'~~N r _ _ 228 ~ ~ - ~ ~ ~ ~ ! . ~ ~ ,~35 ~ ~ ~ ~ Q ~ c, ~ a Q LIP OF LEVEL
~ ~ ' ,ti Qa ~ ~ SPREADER AT 0% GRADE
I I 1 11 ~ ~ ~ ~ 1 1 \ 1\ 11 \ ` ~ V ~ 1 I I JO I v ~ 1~ 1 vv ` ~ \ ~ 1 I I (!qN ~ I 1 1 l '11;11~~~ ~ ~ ~ o ~ _ _ . }o ~ z ~ Y ~ DEAD LEVEL VARIES - 2 . , Wao
\ ~ 11 ~ I OFfp PROPEGr0'~fR vv 1 11'1v11vv~1 ~ ~ ~ r O pF0 ~ ~ ~ _ , -22 , - ~ ESjRIq~ ~ _2,ze.. o
1 11 ~ t ' w 1 MAP BOOK ! BT y _ -2 ~ ~ 11 II 1V11 111 1111 ` ~ ~ ~ ~ ~ . ~ ~UUgN N&e~~~,~, a
11 ~ I BOOK 2gB p~G ds_ Al I 1111111VI~1 ~ X36. ~ OfF RR08' GrG ~ I I (gCPo 9I Pq E 84g A V I 1 11111~U111 ~ ~ ~ 0 BOO PFRTY PiR ~ ~ ~ 1 OU Gf ~ 11t1h 1 ~ . ~ A r MqP K i rRIgN _ ' 2 - 10~ fgSEMt; ~ - - - ~7
~ ;1 I I (TORA 53 1 11 ~ ' 11111~11~ ` ~ ~ BO 288 P ~ V ~ 1 I r~ \ ~ 1 1 111111A~ ~ ~ ~ ~ OK 9j q(;~ 6 ~ Nr -
~ ~ I 1 I V I 1 11 1V A\ll ~ ~ ~ ~ ~ , ~ ~ ~qGR! Pq 99 1 1 ~ I I ~ I 1 111111111 ~ ~ ~ ~ F CO(T CF S3 I ~ , ~-2>; CLASS A RIPRAP \ GEOTEXTILE FABRIC
11 12 1 I V 1 1 111 1111111 ~ ~ ~ ~ URq~) ~ u I V ~ rl 1 1111111 h ~ ~ ~ ~ ~ ~ 1 I I V 1111\1AA1--_ _ ~ ~ ~ ~ ~ ~ I I 1 1 1 V 111A1 ~ ~ ~ ~ VJ •r _ L - z ON CROSS SECTI
~ A I 1 I 1 AI 1111' ~ ~ ' ~ l 1 1 1 1 I I I A 1 V 111111VV1A ~ A ~ \ ~ 1 1VA111 A ~ ~ ~ '1 1 I I 1,„1,1 Ro 0
1 1 , , I 1 1 , 1A1~1~ 1V11 ~ 9 ~p ~ 1 I N I 1 1 1 1\\111111 \ 0 / N~
V 1 I ~ I 1 1 11 1 11Ai ~ ' ' ~ ~ ~ 1 1 ~1 o I 1 38' ~ 1 1 1 11A11111A ~ ~ ~ ~ I 2 V 1 \1 ~ ~ ~ ~ 1 1 I I 1 I 1 1 1 111V111 \V111 ~61~ f LEVEL SPREADERS AND FOREBAY SHALL BE CONSTRUCTED
V I 1 I I ) 1 1 1 1111 A ~ i V I 1 I I I 1 1 1'1A11110 1 ~1 OUTSIDE OF THE 50 FT. RIPARIAN BUFFER.
I I V 1 111111 1 V ~ ~ A I I I I 1 \ ~ I I I ~ I I ~ \1 1 1 ~1 1 11111\ 11 1
I 1 I I 1 1 1 1 1 111~1~ 1 1 ~ ~ ~ I I I I 1 1 1 1A11 11 1 ~ A ~A I I 1 I I I 1 _ _ _ - I I ' 1 1VA1111 ~ ~ 1 ~p ~ 1 NOT TO SCALE
` I I I I _ I / ' 1 1 1VA111A 11 ~ / \ 11 ~ ~ ~ 1 I I '2 ~ 1 ~ ~ I I I i 39.- I / ~ I 1 111 ~AVI\1 1~ 1 1 ~ ~~,~~~~1 ~ n~~ ( )
~ ~ -
NO. REVISION DATE DRAWN BY: SHEET:
1 RENEW COMMENTS FROM NCDENR, NCDOT & NASH COUNTY 01 19 O6 DMT
0 Q10UlF.B: 0 DESIGNED BY:
Q MORGANSHIRE PARTNERS, LLC SEAL 0 LAND SURVEYING ENGINEERING • PLANNING - R. JACKSON SMITH III CONTROL JLK SANDORDGE OF: 3
P.O. Drawer 1435 • 300 East Walnut Street 16813 DATE: JACKSONS TOWNSHIP WORK ORDER:
P.O. BOX 11287, GOLDSBORO, NC 27532 Goldsboro, N.C. 27533-1435 [phone] 11/28/05 050649
SCALE: NASH COUNTY, NC CADD DWG:
919/735-5886 Fax [phone]~iii . 1 1" = 50' 050649
956

Syr i p r W f Rq,
q~.Hq ~ ~ ° r I fHT Y •9? S ~ ~,o~ 'D• ~ ~ .9?qso ~ ° \ \
r gCRF FLOODS ~F~ ' ~ \ CHAPEL
I I ' 0 \ N.C. HWY. 97 s7 ~ \ \
I I , kf~ I s a \
/ ~ ~R~ '0Rf I E ~2 ~o
r NgCF 62~H I / r fq~ (Sff yf /0 N a'~ ~o ~
r / Mfyp ~r J wq~~ 3 INV. 237.30 ~ o~~ ~o• °9? sO ti
/yr ~ • / y ~ ~ SITE
~ rr 4 ~ „ / / ,9w9
n ti ~y r n~ ~ ~ FlRE TONER ROAD N
~ r ~ \ a~ ~ o
~ r B%~ ~r / I ~0~ "~4 z ~ 0,9 a s Q ~ ~
uP tiD ~ / ~ ~ ~ / / ~ A=85'23'13` ~ Y ~~CR ~ x NORTH y Fyn ~4~ ci ~ ~ `fir
/ti r R=310.00 ~ ~ \ Q z
tit r L=461.99 ayr Tan=285.99 r S 8 ~P ~
r r ~ aD OIL ~r ~ INV. 237.10 ~nj ~ 0 0. o q VICINITY SKETCH
„Z r 53,4 ~ ~ ti~ ry O
r. I 22 q SQ F aR U~
~
~ / ~ tix : F A 42. \ r ~ ~S~ Rpp OR ~ 2
~ s(Opf glyq ~ pf fq Sq
sfM f Np \ Q ro• ~O ~
/ yr eRl ~ ~c / ~ F N
y R p g, ~S ~q \ \ yZ
? , w Rop ~ ,0, D
qN0 ~q ~ 68 0 ~o \SCgp RFp (F FRay ati 9j q ~ F~ ~ CRF~ O. ~
F e FNp ' 2 I ~'MF°f cn 1 4 g~~ ~ O Z
~ Up 4 NT I o 6 Q° O ~ ~
Fps r R T/0 '0 ? . . 5Q' S~ ~ s1 q p f a ~ ny° °r>0, \ NS ~ -o r 'B1 "~d i°. cpf r a? \ r rs. rR,gNcsrre ~ ~ . ~ ~ A R r s~ q So ~ Z ~o
\ \ CMA ~Z \ z D I N N N ~ D rpgRH~~D~R fS><•T O ~ r. ~ ~ 9
\ ~ u ~ ~ o 0 0 ~ o ~ z '~H 8HC ~ ~ a~ ° y 1 Rw ~ Rw N
\ r rye \ z ~ z m rzi m : W 48 G~fR ~ ~ ro. W ~ N N I 'Tl R f gCSp 2 ~ O ~ ~ 244
~r c ~ m ra k~6RfSfl ~ ~ 2 '/F I ~ ~ '/F FlNSHE
- -__t_ 242 GR DE c -
~ R25' 2C, ~ ~fR M ~°~j~ 2 ~ w ~ (q I ~ ~ ~ °•9a ~o ~ R~
h io - - T°• _ 240
N ~ 'o. ~ F 2 ~ ,o, l 1 2 KEYSTONE BLOCK HEADWALL ~o• 0 DRAINAGE EASEMENT -
osnh \R+~o" ~ ~ C~ 9 y'~ r\ , hps~r ~ O o~' 7 38 2
~RFS'p ~ Np \<F e / \ 2 y ~fp ~ ~ ~o ~ \ \ a~ 0
fir' 4 I y= 7, EXISIINC GRADE OF a~ 2 ~0' 236 STREAM INVERT
\ ~ 09? ~ ~ a ~ INV=237.10 r
~ \ q ~ ~ ( \ °Rf ~ ~ ~ l J~•~ 40 40 L.F.-42' RCP 0 0.5X
\ T I \ I \ ~o• o s~~ -sa -40 -2a o 20 4o so
~ ~ ti .yJgSQ 2 o d ~f'?
! ~ z f,~S \ T fk ~ \ o ~ +
nNG r . ~ rsny s \ ~ c \ ~ ~ 4z. a~ o
by ~I fk ~ cMa p'OOy"~Q ~
'Sn ~ ` ~ \ H° ,e. , : 9? q~SQ a0. ~ R f ~T a
n~ 0 2
~rti I \ \ c 9 Z Z ~
`re ~ \ F \ \ ~q \ r \ ti 9~ 1~ F ,~c
~ \
~~ti rF \ 9 y
ti 2 2~ O
~ \ o/~ ~ /
U Z
H Q a
Z
O F , N
U W ~ HIGH POINT ELEV = 250.63 M U
o! ~ LOW POINT ELEV = 242.37 HIGH POINT STA = 6+24.19 w tan wo ~
? LOW POINT STA = 2+81.53 PVI STA = 5+93.03 J J LEGEND a
C~ PVI STA = 3+20.13 PVI ELEV = 251.35 ~ ~ N = EXISTING PROPOSED
o PVI ELEV = 241.91 ~ A.D. _ -4.84 SCALE: 1 = 50 HOl ° K = 30.00 +e ~ 50' HORIZ. m ~ N ~ _ _ _ _ _ _ ~ + o + Q CONTOUR 100
o A.D. = 4.34 1 = 5 VE~ K = 30.00 145' VC 5 VERT. ~ ~ ~ o CONSTRUCTION LIMITS - • • - • • -
a 130' VC ~ w ~ i GRAVEL RIP RAP FILTER BASIN
(/1 U fA W WOODS LINE
m EXCELSIOR LINED SWALE
N ~ ~p O FLARED END SECTION Q
~ ~ N SEDIMENT TRAP
256 ° - DRAINAGE FLOW DIRECTION ~ ~ ~
ij U U U-SHAPED FILTER BASIN
W W RIP RAP APRON
M m SILT FENCE
252 N ~ ~ UTILITY POLE
GUY WIRE
~ M N . ~ N W ELECTRIC UNE ---E ---e ---e -
N U j FIBER TELEPHONE LINE - - - r - - - r -
~ W 248 - • • W - FIBER OPTIC LINE - - - r - - - r -
m A6% _ - _
1 ~
244
~ 0.88

240 24" RCP ~
~ /
42" RCP
236
DATf1Y ELaf' 2~ 00
~ ~ ~
~ ~ ~ ~ ~ ~ CSC E ~ GRAPHI AL
50 0 25 50 100 200
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 8+50 9+00 9+50 10+00 10+50 11+00
( IN FEET )
PROPOSED CENTERLINE TOP OF ASPHALT ELEVATION (TYPICAL) 1 inch = 50 ft.
NO. REVISION DATE 1 I u DRAWN BY: SHEET:
1 REVIEW COMMENTS FROM NCDENR, NCDOT & NASH COUNTY 01/19/06 D O - SS DIET
o a 9 0 E -y
Q MORGANSHIRE PARTNERS, LLC LAND SURVEYING • ENGINEERING PLANNING SEAL R. JACKSON SMITH, III Pr- PROFILE DESIGNED BY: D D J~ D OF: 3
P.O. Drawer 1435 - 300 East Walnut Street 16813 P.O. BOX 11287, GOLDSBORO, NC 27532 DATE: JACKSONS TOWNSHIP WORK ORDER:
11/28/05 050649
H Goldsboro, N.C. 27533-1435 [phone] 919/735-5886 Fax [phone] 'i L n 111-1%3%1 . ~ SCALE: NASH COUNTY, N.C. CADD DWG:
AS SHOWN 050649
A-~ 56

cmEaeLxD>Fs
TEMPORARY SEEDING SCHEDULE ALL MORTAR JOMTS ARE TO ~"t
Apply a good coverage of straw mulch before installing netting. Seeding mixture 1. OBTAIN GRADING PERMIT. BRfCKWORK SHALL BE BONDED WITH FULL HEADERS EVERY THREE COURSES ROW R.O.W.
SpsctN Rate (b/ocn) Rye (grain) 120 I ALL E%POSEO JgNTS SHALL BE CONCAVE TOOLED. 60 i
Annual lespedeza (Kobe in 2. INSTALL 24" RCP AT STA. 0+22 AND RELATED EROSION CONTROL PRACTICES AS SHOWN ON THE PLANS. I I WALL THICKNESS (n $MONH IS NOT BE INTERPRETED TO MEAN THE THICKNESS I ACCEPTABLE, 8UT ARE USED ONLY IN COMPUTING ENDWALL DIMENSIONS ANO 6' 6' 10' 10' 6' 6'
Piedmont and Coostol Plain, Korean in Mountains) 50 2. INSTALL CONSTRUCTION ENTRANCE, DIVERSION DITCHES AND SEDIMENT TRAPS AS SHOWN ON T I QUANnnES.
, HE PLANS. Omit annual lespedeza when duration of temporary cover is not to Anchor netting or matting I I FORMS ARE r0 BE USED FOR THE CONS1RUCnON OF THE BASE. I 2,~ I/4"PRE ~ ~
2. INSTALL TEMPORARY SILT FENCE AROUND STOCKPILE AREA AS SHOWN ON THE PLANS. in o 6-inch trench at extend beyond June. I ~ PIPE I CLASS "B" CONCRETE TO BE USED. 1 1 PER FT I ti'
Roll out netting In upper end of channel. Compact soil firmly and SeedlnQ dates 3. PERFORM GRADING OF DRAINAGE ROADS AND SWALES. the direction of staple every 1 ft. lust blow I I CONCRETE BFBCK MAY BE USED IN LIEU OF CLAY BRIG(. 4~ 4 ow I JJMBO BRICK WILL BE PERMITTED. _ 1
Coostol Plain: Dec. 1 - A r. 15 water flow. P Oo not stretch. mchor slot. 2" S 9.SA 6" C.A.B.C.
So(I amendments 4. STABILIZE ALL DISTURBED AREAS AND ROADSIDE DITCHES Follow recommendations of soil tests or apply 2,000 ib/acre ground WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING. I I GREEN CONCRETE SHALL NOT COME M CONTACT WITH ANY STREAM WATER OR Z OR SF-9.5 ? CLASS "B" RIP RAP 1 ASPHALT ~ EXCELSIOR NET STORM WATER RUNOFF. LINED SWALE ~ iv 2/ LINED SWALE
agricultural Ilmestone and J50 Ib/acre 10-10-10 fertilizer. (WHERE REQUIRED) a (WHERE REQUIRED)
5. COMPLETE CONSTRUCTION. - Mulch ~ I ,I AMERICAN EXCELSIOR l l i- REGULAR
Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt, 6. REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER ALL DISTURBED netting, or a mulch anchoring tool. A disk with blades set nearly AREAS ARE STABILIZED. - - - - - 1o TYPICAL ROAD SECTION WITH DITCHES
straight can be used as a mulch anchoring tad. 3 (NOT TO SCALE)
l6• Ma(ntenanee Joln ends of strips by ELEt! SLOPE AS INDICATED ON PLANS .
Refertilize if growth is not fully adequate. Reseed, refertilize and overlapping 18 inches mulch immediately following erosion or other damage. and stapling every 1 ft. t.
through both layers. 12'-8" 8" /
CURLER I EROSION CONTROL Anchor upper end of BLANKET BY AMERICAN each strip fn 6-Inch
TEMPORARY SEEDING SCHEDULE Staple each strip every 3 ft. around the EXCELSIOR CO.OR trench. edges and down the center. APPROVED EQUAL. Overlap adpcent strips 3 inches and staple. - - - F- I I T_
Seeding mixture
Sprada Rate (Ib/sae) S G S German millet 40 - p''` ) ~ ~ L PIPE
OPT 3 (NOT TO SCALE) e - j w
Seeding dates ~ . Coostol Plain: A r. 15 - Au . 15 G P 9 J gAF ~ < 35' 8'-0" c s'-o" 4'-0' PAVEMENT SHOULDER
J0 ~ , Sall amendments Q 50 Mi _ -I- - 20' 1aDTH wDTH
Follow recommendations of soil tests or apply 2,000 Ib/acre ground N, N.C.D.O.T. /57 agricultural limestone and 750 Ib/acre 10-10-10 fertilizer. WASHED STONE ° CONCRETE 10" CON PAVEMENT r
. 24' CLASS 1 RIPRAP FRDNr ELEVnnoN
MUlf~l Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt, ~ TOP ELEVATION OF STORM WATER MIN. I y_8• RIGH -OF- A
netting, or a mulch anchoring tad. A d(sk with blades set nearly y~~~ . 0.5'-1' straight can be used os a mulch anchoring tad. PS XISTiNG 16 c~nc ci FvAnON SLOPE AS REOUIRID I" PER FT
~ ::;i~ ~ a SLOPE 3 N.C.D.O.T. STANDARD 838.11 3'1
Maintenance ~ ~ u, Refertilize if growth is not fully adequate. Reseed, refertilize and 6" MIN. ~ 1 (NOT TO SCALE)
mulch immediately following erosion a other damage. ~ti 10'x70' zg• I 25• SIGH 10'x10' 12
2"-3" SIGHT.EA~~ENt._.. , ----.T,fgSEMEN ~ o ~o ~ ` - t-._ 3 (SHOULDER SECTION)
COURSE AGGREGATE FlLTER FABRIC TEMPORARY SEEDING SCHEDULE ~ 70' 70' NOT TO SCALE CLASS I RIP RAP (SEE SECnON 1HRU BASIN BELOW ~ Q
Geotextile fabric A I Seeding mixture to stabilize foundation SECTION AA 0• 3
Diversion ridge es eciail Im ortant where Rate Grade ( P Y ~ P I I - - O
Rye (grain) 120 ~->p~ wetness Is anticipated) I I
Seeding dates , e"-~'~-... EXISTING STEP SEQUENCE SLOPE Coostol Plain and Piedmont: Aug. 15 -Dec. 30 ~ ~ 15' Public road K
\ VARIES ROW CLASS I RIP RAP HEADWALL i
Soil amendments /~//i~///// / / / / Fellow soil tests or apply 2,000 Ib/acre ground agricultural Ilmestone ~ ~ ROW INVERT
Geotextile 6'-1• and 1,000 Ib/acre 10-10-10 fertilizer //i~/////~~ / N Fabnc w ~ TYPICAL INTERNAL ROAD INTERSECTION
MUICh \ ~ EYED RIP RAP (NOT TO SCALE)
Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt, > netting, or a mulch anchoring tool. A disk with blades set nearly Figure 6.O6c Temporary gravel construction entrance/exit with diversion / WASHED STONE ZFIICI(X J`:HIGN hINI;~ /
straight can be used as a mulch anchoring tad. ridge where exceeds 27.. N.C.D.D.T. /57 WASHED STONE A /
Maintenance SEDIME1yT
Repair and refertilize damaged areas immediately. Topdress with 50 CHECK DAM Ib/acre of nitrogen in March. If it is necessary to extend temporary g S70RACE AREA S' IdN. FRpI
cover beyond June 15, overseed with 50 Ib/acre Kobe (Piedmont and 3 3 (NOT TO SCALE) Coostol Plain). (NOT TO SCALE) BAd( Of CURB TO FACE aF 9GN
4Y NA%. fRpl TOP dF 9CN TO PAVF]IEHT
MAltl]EtlAItQE CIgtB 8 GUTIFfl DE9CC;`!
PERMANENT SEEDING SCHEDULE INSPECT CHECK DAMS AFTER EACH RNNFALL f~MOVE THE SEDIMENT APO RESTORE ORIGINAL vaUME WHEN SEDIMENT INSTALLATION: ACCUMULATES TO ABOUT ONE-HALF THE DESIGN VOLUME. ME WHEN SEDIMENT MUST BE NcD.o.T. AL4ROVFD PERSPECTIVE VIEW PAN]IENT SHauLDER
AVOID CURVES IN PUBLIC ROADS AND STEEP SLOPES. REMOVE ALL VEGETATION AND Seeding mixture OTHER oBJEC11oNABtE MATERIAL FROM THE FOl1NDAl10N AREA. GRADE AND CROWN INSPECT THE STRUCTURE FOR EROSION, PIPING AND ROCK DISPLACEMENT AFTER EACH SIGNIFICANT RNNFALL EVENT AND iAINFALL EVENT AND (NOT TO SCALE) WDTH WIDTH
Speolee Rats (Ib/son) FOUNDATION FOR PO~TIVE DRNNAGE. MAKE NEEDED REPNRS IMMEDIATELY. Tall fescue 80 IF THE SLOPE TOWARD THE ROAD EXCEEDS 2X, CONSTRUCT A RIDGE, 6 TO 8 INCHES HIGH REMOVE THE STRUCTURE AND ANY UNSTABLE SEDIMENT IMMEDIATELY AF1ER THE CONSTRUCTION SITE HAS BEEN 1B' ~ I+'
Pensacola Bahiagrass 50 WITH 3:1 SIDE SLOPES, ACROSS THE FOUNDAl10N APPROXIMATELY 15 FT FROM THE PERMANENTLY STABILIZED. SM001N THE AREA TO BLEND WITH THE SURROUPIDING AREA AND STABILIZE. HAS BEEN SEDWlMT STORAGE ZONE NOTE: GRAVEL 8: RIP RAP FILLER BQiM BASIN DETNL PAI4AIFNT PAVENDIT tl JZE. FL000 STORAGE ZONE IS DESIGNED 7O PROTECT EXISTING PIPE INVERTS }
sericea lespedeza 30 ENTRANCE TO DIVERT RUNOFF AWAY FROM THE PUBLIC ROAD (FlGURE B.O6c). Kobe lespedeza 10 n1AT DRAM 10 ACRES OR LESS. k~"
PLACE GEOTEXIILE FABRIC ON GRADED FOUNDATION TO IMPROVE STABILITY, ESPEgALLY Seeding notes WHERE WET CONDIDONS ARE ANTICIPATED. '~i AREAS TO BE 1 WASHED STONE I 2 RIP RAP +16% DISTURBED. ~ HEADWALL 1/4•x, % R_~, S' NIN. R~3(Y
1. From Sept. 1 -Mar. 1, use unscorified sericea seed. 2. On poorly drained sites omit sericea and increaso Kobe to 30 Ib/acre. PLACE STONE TO DIMENSIONS ANO GRADE SHOWN ON PLANS. IfAVE SURFACE SMOOTH COMPACTED SOIL Fl,OW (CUT, FILLED. ETC.) PIPE INVERT ~ +B'~ 4piT 1 NATURAL I/4" PER FT. -2~ %P , y TIBANGLE
3. Where a neat a earance is desired, omit sericea and increase Kobe to AND SLOPED FOR DRNNAGE. PP 3, GROUND CENIFJILMIE 10' , _ 1.5 - OF DRIVEWAY RnY • tY Te L..... R/W
40 ib/acre. - DIVERT ALL SURFACE RUNOFF AND DRNNAGE FROM THE STONE PAD TO A SEDIMENT TRAP OR BASIN. =III-III r Flow I ~ .r oT aIRB - - ~ 4t EDGE ff PAVEI~IIT -
Nurse lant8 INSTALL PI UNDER PAD I - - - P PE F NEEDED TO MNNTNN PROPER PUBLIC ROAD DRAINAGE. III III I Between Apr. 15 and Aug. 15, add 10 Ib/acre German millet or 15 Ib/acre = _ _ _ _ _ - _I 1.5
Sudon ass. Prior to Ma 1 or after Au . 15, add 25 Ib acre r - - - - - - - - - -III-III-III-III- 9r Y 9 / Ye - - - - - - CLASS t RW RAP
(grain). ors -,=1I I=1 111I I=1 I I=1 I I=1 I I-1 I I=1I I-III=-.I I-1I I=1I I-1I I-1 -III-III-III-III---III-III-III--III -III- 1 1 1-I 11--I 1 1-1 1 1-1 11-I 1 I- _I YA>< SHIT ~yl ~ P~ 5'-O• EDGE OF PAVEMENT- -EIGSTMC ROAD - r
Seeding dates a~slt m~olt~ ~w~il1 ~ i~s~icnoNP~T~iws Seat PosalWs MAY REQUIRE ADDING ADDI110NAL STONE >n 1FfE SURFACE SECTION TNRU BA9N. FlLTfR ANO CL4_VERT PIPE R/w R/W
Early spring: Feb. 15 -Mar. 20 Feb. 15 -Apr. 30 AFTER A RNNFALL EVENT, REYOVE All 0&ECTPONABLE YAIERIAlS Fall: Sept. 1 -Sept. 30 Sept. 1 -Oct. 31 SPILLED, WASHED OR TRAGtEO ONTO PUBLIC ttoADWAYS. 2 TEMPORARY DIVERS ON DITCH EXISTING IP ,3 ,4 P E INVERTS 3
GRA L & RIP RAP HO 0 3 SHOULDER SECTION) s VE RSESH E I LET BASIN
Soil Amendments 3 - ' , Ap ly Ilene and fertilizer according to soil tests, or apply 3,000-5,000 3 NOT TO SCALE (NOT TO SCALE) ( )
Ib~acre ground agricultural limestone (use the lower rate on sandy soils) and 1,000 ib/acre 10-10-10 fertilizer. yyngysy~;
YaIN1EtlENff~
MUIf~1 INSPECT TEMPORARY DIVIIISIONS ONCE A WEEK AND AFiER EVERY RNNFALL EVENT. REMOVE Apply 4,000 Ib/acre grain straw or equivalent cover of another suitable SEDIMENT FROM THE FLOW AREA ANO REPAR 1HE DIVERSION RIDGE IF NECESSARY. WSPECT REMOVE WSPECT INSPECT SEDA~FIT BASINS AF1FR EACH RAINFALL. REMOVE THE SEDIMENT AND RESTORE ORICANAL VOLUME WHEN
mulch. Anchor straw by tacking with asphat, netting, a roving a by OUTLETS AND MAKE REPNRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMAffEN1LY c in wi a mulch anchorin tad. A disk with blades set nears STABILIZED, FILL IN THE DIVERSION CHANNEL ANO APPROPRIATELY STA81uZE. rimy g th 9 Y 71TLY SEDIMENT ACCUMULATES TO A®d1T ONE-HALF THE DESIGN VOLUME.
straight con be used as a mulc anc oring oo. , A A WSPECT THE STRUCTURE FOR EROSION, PIPING, AND ROCK DISPLACEMENT AFTER EACH SIGNIFICANT RAINFALL EVENT AND MAKE NEEDED REPAIRS IMMEDIATELY.
Maintenance - REMOVE THE STRUCTURE AND ANY UNSTABLE SEDIMENT IMMEDIATELY AFTER THE CONSTRUCTION SITE HAS BEEN
If growth is less than fully adequate, refertilize in the second year, according to soil tests or topdress with 500 Ib/acre to-1D-tD A A a SYNTHETIC FILTER FABRIC WITH ULTRAVIOLET RAY RAY PERMANENTLY STABILIZED. SMOOTH THE BASIN SITE TO BLEND MATH THE SURROUNDING AREA AND STABILIZE.
fertilizer. Mow as needed when sericea is omitted from the mixture. , ~ ° INHIBITORS, A PERVIOUS SHEET OF POLYPROPYLENE IPYLENE
Reseed, fertilize, and mulch damaged areas Immediately. < - - ~ NYLON, POLYESTER, OR POLYETHYLENE YARN. - a ~ coasts polo - tcP ° o REINFORCED WITH 14 GUAGE MIN. WIRE FENCE WITH J. ;E WITH
- 6 INCH MESH SPACING MAX. 5 ft
PERMANENT SEEDING SCHEDULE min
8 FT. P~ 1.5 ft ,E1 5 ft TOP OF
Seeding mixture 24 SWALE SLOPE ~ max MIN.
Rat. Tali fescue (blend of two or 200 L ~1 .
three improved varieties) 0.50'
Rye (grain) 25 ( L 1 ( Filter Fabr'c
Seed(ng dates , , , 1 Cross Section I .
Best: Sept. 15 -Oct. 15 • l - - l Possble: Sept. 1 Oct. 31 or Feb. 15 Apr• 30 21" Overfill 6" . Design min
So>I Amendments D _ _ _ _ tn_ for settlement settled ~
I I-I 1 1-III -III - - - ~ ~ Apply lime and fertilizer according to soil tests, or apply J,000-5,000 _ _ _ D _ ~ f - - II--I II---III --III- ( top T ~ ~ - - ~ - -
Ib/acre ground agricultural limestone (use the lower tale on Bondy Solis) and 1,000 Ib/acre 10-10-10 fertilizer. FlLTER BLANKET \ \ _ - ~ 8 ft min ~ ~ ~ I~ ~ =III- CLASS B RIPRAP I III~IIiIIII 1.5 ft ..'x_2:1 side (9" - 12" SIZE )
Mulch FILTER BLANKET ~ _ ( 5 ft 1 slope max ~ SECTION AA mox fill Emergency
Apply 4,000 ib/acre grain straw or equivalent cover of another suitable SECTION AA Filter • • • 1:1 side slope by-pose PROVIDE FILTER FABRIC
mulch. Anchor straw by tacking with asphalt, nettlag, or roving or by PIPE OUTLET TO FLAT AREA crimping with o mulch anchoring tad. A disk with blades set nearly NO WELL-DEFINED CHANNEL \ fabric mox 6 blow OR CONSTRUCT KEYWAY TRENCH settled top
straight can be used as a mulch anchoring too. PIPE OUTLET TO WELL-DEFINED CHANNEL ~ of dam A - ~ED FILL 5 ft Natural
t a COMPACTED FILL Main enanc Fertilize according to soil tests or apply 40 Ib/sae nitrogen in Jan. or ' min ground
Feb„ 40 Ib in Sept., and 40 Ib in Nov., from a 12-4-8, 16-4-8, or Stone Section s' t
similar turf fertilizer. Avoid fertilizer applications during worm weather, 4" DIA. PINE, 2" DIA. OAK, as this increases stand losses to disease. Reseed, fertilize, and mulch g FILTER r OR 1.33 LB./LINEAR FT. STEEL AK, \ ' j./
damaged areas immediatey. Mow to a height of 2.5-3.5 Inches as FABRIC needed. 3 (NOT TO SCALE) ~ 4' MIN. LENGTH STEEL ,5 TEMPORARY SEDIMENT TRAP / 3 18" - 24"
coastal p~ - zca \ j WIRE ~ i . .
i , Mdlt~tl6dlrE: 1n
1. L K THE LENGTH Of 1HE RIPRAP APRON. I ~ i//, I INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH SIGNIFCANT RAINFALL REMOVE SEDIMENT ANO RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP.
6' MIN. 2 0 ~ 1.5 TIMES THE MAXIMUM STONE ~ I s , • EXCELSIOR NET DIAMETER BUT NOT LESS THAN 6`. ~ ~ REPLACE THE CONTAMINATED GRAVEL FAdNG WITH FRESH GRAVEL SEDIMENT ~ ~ STORAGE
4" ~n\\,~\ ,~\\,~\i\/~ i~\~~\~~\~~\~ 3. A FILTER BLANKET OR FlLTER BLANKET N ~ INSPECT THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY 3 TO ENSURE IT IS A MINIMUM DEPTH OF 1.5 FT. BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIAlE1.Y F81 ANY
1~ 2' MIN. / Jt OR FILTER FABRIC SHALL BE INSTALLED SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY A80VE THE DESIGN GRADE. ANY RIP RAP DISPLACED FORM THE SPILLWAY MUST BE IMMEDIATELY REPLACED. A
3 \ 3 eETrEEn THE PoPRAP AND SOIL FOUNDATION. 4 TEMPORARY SEDIMENT FENCE AFTER ALL SEDIMENT PROOUGNG AREAS HAVE BEEN PERMANENTLY STABWZED, REMOVE THE STRUCTURE ANO ALL
selltmter~: UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND MATH THE ADJOINING AREAS AND STABNIZE PROPERLY. 3 GRAVEL & RIP RAP FILTER BASIN
1 XCELSIOR LINED SWALE ' (NOT TO SCNf) WSPECT RIP RAP APRON STRUCTURES AFTER HEAVY RNNS FOR EROSION AROUND OR BELOW THE R~ RAP. IMMEDIATELY 3 (NOT TO SCALE)
(NOT TO SCALE) MAKE ALL NEEDED REPAIRS TO PREVENT FtIR1HER DAMAGE. uuNTcNANrc;
YAIN]ENAtll~:
INSPECT SEDIMENT FENCE AT LEAST ONCE A WEEK AND AFTER EACH RNNFALL EVENT. MAKE ANY REOINIED REPAIRS INSPECT FlLTER BASINS AFTER EACH RAINFALL. REMOVE THE SEDIMENT AND RESTORE ORIGINAL VOLUME WHEN REOIARm REPAIRS SEDIMENT ACCUMULATES TO ABOUT ONE-HALF 7HE DESIGN VOLUME.
tdBld]FdAd(iE: IMMEDIATELY. REPLACE BURLAP EVERY 60 DAYS. INSPECT THE STRUCTURE FOR EROSION, PIPING, ANO ROG( DISPLACEMENT AFTER EACH SIGNIFCANT RAINFALL EVENT
INSPECT MATTING PERIODICALLY. AFTER RAINFALL EVENTS, CHECK FOR RILL EROSION, OISLOCAlION OR fNLURE. REMOVE SEOeAENT DEPOSITS AS NECESSARY TO PRONOE ADEQUATE STORAGE VOLUME FOR THE NEXT RAW AND TO WHERE EROSION IS OBSERVED, APPLY ADDITIONAL MATTING. WHERE A WASHOUT OCCURS, REPAIR THE SLOPE GRADE, REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMIPNIC THE FENCE DURING CLEANWT. KT RAW AND TO AND MAKE NEEDED REPAIRS IMMEDIATELY. OUT.
RE-SEED AND REINSTALL MULCH. CONTINUE INSPEC110NS UN11L VEGETATION IS FlRMLY ESTABLISHED. REMOVE ALL FENCWG MATERIALS AND UNSTABLE SEOfMENT DEPOSITS A!p BRING THE AREA TO GRADE AND STABNJZE IT REMOVE THE STRUCTURE AND ANY UNSTABLE SEDIMENT IMMEDIATELY AFTER THE CONS1RUCnON SITE HAS BEEN 1DE AND STABNJZE IT PERMANENTLY STABILIZED. SMOOTH THE BASIN SITE TO BLEND WITH THE SURROUNDING AREA AND STABILIZE.
AFTER THE CONTRIBl1TWG DRAINAGE AREA MAS BEEN PROPERLY STABLffD.
NO. REVISION DATE DRAWN BY. SHEET:
~11I~ICp~ 1 REVIEW COMMENTS FROM NCDENR, NCDOT & NASH COUNTY 01/19/06 DIET
D KOHMM' a sCU'~u~. F;ESS! h / 9 ~oF °tiq'•; MORGANSHIRE PARTNERS, LLC e DESIGNED BY: SANDEMD(GE
LAND SURVEYING • ENGINEERING • PLANNING SEAL R. JACKSON SMITH, III DETA D JLK OF: 3
P.O. Drawer 1435 300 East Walnut Street 16813 P.O. BOX 11287, GOWSBORO, NC 27532 DATE: JACKSONS TOWNSHIP WORK ORDER:
[phone] Goldsboro, N.C. 27533-1435 11/28/05 050649
919/735-5886 Fax [phone] ~irr L . YCf SCALE: NASH COUNTY, NC CADD DWG: in = 50' 0506491)
`x' Y956

~ \I' I GRAPHIC SCALE
I I 1 I , I II ROODS
r , 50 0 25 50 100 200 I HEREBY CERTIFY THAT THE I II 11 I i \ !I I ~r I ~i \ PREUAIINARY PLAN OF THE SUBDINSION A iAT THE APPROVED ON THE DAY OF ~ THE CHAPEL N.C. HWY. 97 97 F THE SUBDINSION AS SHOWN ON THE PLAT. PRELIMINARY APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM
I I I`li ~ THE ABOVE DATE OR AS ESTABLISHED UN AS ESTABLISHED UNDER THE VESTED RIGHTS PROCEDURES, IF APPLICABLE.
~I I I ~ \ I
I ; li ~ (IN FEET) PLANNING DIRECTOR I I ~ \ 1 inch = 50 it, OATE 5e1 N
i I ,--1 ~ ' 1 I I I I I~' \
I I I V II~ I I I ` ~ I~ V I I I 1 \ I I ~~.1 I I '1 I~.I '1 I I ~n~ ~1 II \ \ \ cc''
~ I I II ~ 1111 ~11 M VI 1 1 Il,/ ~ l I 1 1 \I A .711E
1N 1 w IN 1 1 1 l y I ~ I ~ .I 111 1 ~Ip. I~ 11 I 1 1 1 I I I! 1A I I ,I I I I li 1 I I 1 1 I 1 / \
~ ~ II II I II 1 I I II III/~~1 1 1 1 11 11 1 11 11/ 'I I 1 A ~9~9 flRE TOMER RpAp N
I I I 1 I I 1 I 1 N ' 1 \ I ~I \ V I I I I ~ 1 I I .1 I~ I ~ ~ I 1 , I I 1 I 1~~`\ , I I I 1 I I ~ I ~ 1 N 1 1 I V 1
I I I ~ l I I I 1 ~ 1 1 l \ I I , I , , I 1 I I I 11 II I i I 1 ' I I 1 1 \ \ I I I I 1 1 1 ~ d~ I , ~ 1 / 1 1 ~ I } a 3
OERL G. BA I II I II I I I 1 I 1 ~ N 1i I II I 2 11 ~ 11 1 II / 11 /1 11 1 1 \ r '9 NORTH
PROPERTY S II ( I I 1 11 I 11 j 11 a II 11 I II 1 ~ 1 II I l I I 11 11 II I I ~ 1 0 DEED BOOK 1984 PAGE 533 II 11 II I I I II N I 11 1 11 I 11 11 11 I 1 ~ 1 1 I ~ ~ z
RESIDENTA I 1 1 ~ I I ' 1 I I 1 1 1 A I 1 I 1 ~ N ( I L) I I N 1 lil 1 1 ~ T 1 ~ I I ~ 1 1 I o~ ~ I I I I I ' I 1 , ' I ~ 1 1 , 1 ~ I ~ PED
I I , I ~ I I I ~ 1 I I ~ ~ 1 I I 1 , , , 1 I Es I I I I I I 1 1 1 1 1 I ~ ~ 1 1'/ I 1 ~ 1 I v v rRIgN t7ROIN I I I I I I 1 I I ~ I, I 1 1 1 I ~ \ dC IA M ~R~'"'A ~ VICINITY SKETCH
I I I I I~ I I I I 1 ~ ~ I I I 1 ~ 1 1 I I/ I A 1 1 ' 1 I ~ \ ~ FQUfS P~ Fq I I I I I ~ N I I ~ rl . 1 1 1 1 1 ~ 1 1 I ~ 1 ~ ~ 1 I ~ \ p DRS' \rRIgN (a RoPel PR FARMf ~ ~ (ACRI~~fRTY R HEIRS
I II I I I I ~ N I I I l l i I ~ 1 1 1 I II 1 I II 10' ~ gllygC~ \fgSF~ oRlooL l~ I I I I ~ I i I y I 1 I I ~ 1 1 I 1 I I ~ ~ Eq FN I I I I I I ; ~ 1, I I I I ~ ~ 1 1 ; I ` F I I ' i w SfMEN\ T 'Nr ir~Rg1J ro ~tJ(I~
I I I I I I I I ~ I I I 11 ~ 1 1 I! 1 I I I II 1D. ' ~ \ I I I I I ~ I ~ I i N ~ I I I I I ~ 1 I I!I I r n u, I I 1 I I ~ „ I 1 1 `J ~1/ \ ~~.fi ~ w- ,~02 p 32
' I I I I I I I N I Il, I I 1 ~ I 1 1 I 1 t N I I I I I N. I / 'f I ~ I I I / 1 r~ . I I 1 I 1 - I VI \ I I I I I I I I I I U I I I ~ / ~ ` ~ ~ ROpOS f t~ ~ k~l~~~ ` J,~r'1Y
! / l I I I ~ I ~ I I I 1 1 f I 1 1 h ro 1 N rl I I II I I I Aa~~ 1 _ I I ~ 1 °•~1( A / / / , f I I I / I I l I 1 1 ~ ~ I ' 1 1 I I I I Sl I I 1 1 1 ~ ~ D SE01 1~p ' ; '1EC. ~ ~ IENG MINT r Y II F rH , R \ ~ ~ wjD r , 50 AP
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/ / ! I I \I 1 I/ I 1 I I 1 I I I I I I I I I ~ft z v~ I 10' I I I I ! I I I I 1 / I ~ 1 I 1 I I I I I ~ N ~ I I I I I I I 1 1 1 { I A~ I, / I , I 1 p I I I I I/ I I i I I I I r I I I ! ! ~ ~ ~ wlDr ' ?.5 r CONTOUR - - -100 - - -
I 1 f I / I I 1 i ,n 1 I I I 10' I I I ~ 4p ~ I I I I l 1 ~ I 1~ 1 I I ~R. I I 1 I I I! I I I 1~ 1 rh 0)) I I 1p• I I I I I I 1 I 1 I 1 1~ I 1, I 1 I 11 I I I ~ 0.9 SQ I I I I i I v~ ~ (S ~ a 8.0 FF I I I , ~ EF OFr Fr, CONSTRUC110N LIMITS - - -
I I 1 1 1 `I ~`I I i '1 I 1 I I I Ir I I I ~ ~ 1 ~ 1 ACRF~ 1 Ni I ~ I I 1 ~ `I I. A I ~ ~ I l 1 I 101 I I ~ Ul O I I I I I I I I \ ~ X5/3 I I I I \ \ ~ \ ~ ~ GRAVEL RIP RAP FILTER BASIN
l~ I I I 1 I I i i 1 I I I ~ I 1 I I I I I I 1 Itl ! `1 I I I 1 I I I ~ li ~ A I ~ I , 2u~ I I ~I I I I +l,~S d 1 I I i I ~ 1 ~ ~ o~ I ~ I I I I I I I I v`` ~ . I I I I II + ~ WOOOS LINE ~..A...~...:{..,:...:•....:~...:~....:~...,~
1i I a a I l ~ II 1 1 II II ~ ~ e$ q~Q. FT 11 I ~ I ~ II I ~ ~ ` ~ S! ! ~ I I I I II I I I I v v ~ A I I ! I v v I ID• I I I v ~ ~ ~ ~y EXCELSIOR LINED SWALE
Na I ~ ~ ~ iv ! 1 I I NrrlU E$t t I I I y 1T F ! I v, I I I ~ I I I ` ~N p I 1 I \ I I II R1PAR1gN aNGI 1 1 11 p ~ I ~ I I 4 1 ENOF I ~ I N I I I I It I ~ a I ,BU I II I I ~ I I I I 1 I ~ ro 1 ~ 1 1 I I 1 31.380 ~R I III ~ ~ I I I ~ ~ 257_, C ~ nOj I 1~ I I I I I 1 I I I ~ ~ ~V I ! I I i I ~ , ~ + + `I ~J i FLARED END SECTION Q
II I I I I I / I II ~ II ~ I 1 0. )1 SQ. ~ i I II I/ I I I I I 1 ~ S 1 I ~ I I l~• I 1' I I I \ ~ 1 1 1 1 \ I ~ I I I ~ ~ , + ~ v ~ ~ SEDIMENT TRAP
1 I I I I 1 ! 1 ~ ~ I 1 E q~ I I Ir I/ I Z I I I I nl I I 1 I I , I , i , I , / I ( ~ I I 1 ~ I IRlPq XC(Ua St 1 , v I ~ I I I I ; - - _ - I I ~ 0)1 ~ 1 N I I ! I I I I I I r ! n ~ I ~ I I d- I R1gN BND 1 I I rn I I I I I ~ I I 4g SR F 1 0 I ru I I I ~ + ~ + , ' + v I~ i `v + Ip. ~ I~ + ~ ~ DRAINAGE FLOW DIRECTION ~ ~ ~
I I 1 a 1 I I I I U I I I ~ ~ 1q T ~ j I I I I I I / r . I 1 ° ~ I 1 I I '~R 1 ~ I m I I I I ~ Il ~ I CREf ` O I \ y v O i v v ~ v ~ "L t ~ v f~ ! I ~ ~ . ~ ~I N ~ \ ~ ( U-SHAPED FILTER BASIN
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I ~ 1 I ! l R1P NC(UD ESfI I I ' 1 ~ ~ I '.I ~ 2Q.g~ I I_ ~i I I IZ I I I _ _ ~ 1 1 ~ i ~ I I m I l 1 ~ ARIgN 1NC I ~I', ~ 11 ~ d I I .a ~@ I I I 1 I I I~ ~ I I 1 ro ~ ~ - ~ ~ 0.87 SG . ~ o ! v ~ + ~ vv • ~ ~ I I ~ ~ I SILT FENCE
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~ i I~ ~ I ~ I I i I 1 ~ ~ 1 D ~ . I n ~ FDRBq Y WqM 1 1 ~ _ - _ _ _ - ~P~ i i ' n I ~ I 1 I I 1 t RAIN N I p(q Y DEp El fR ~ 1 1 ~ - - - _ _ _ ~ , ~
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/ m I I 1 II I I ~ r'~ I I I I I I I 1 ) ER. 1 ..l•• ' i ! 1 r~ I I 1 II I 1~ I I r ~ I I I 1 t 11 .••'I" I 1 ----253 r 1 r I I I I 1 I I I I I! 1 ~''1 1 1 - ~ ~ ' I I v +v 1 ~ ~ `v v v Q+ v + II I v , + ~ v v + G~ v + I I
1 ) 1 r I I 11 I 11 1 I 1~ ~ I ~ I I: I R~~IpITCN '~s I I ~ IVE - / 1 1 a 1 + rp t . 1 p 1 AV A ~ A F + ` ! 1 i co A + ~ A \ V A t J'~ ~ A A
I I w ~ ZI ~ 1 1 II 1 I ~ II ~ I I / II ~ ~ _ - ~2'` I '7 j N I ~ ` v+ + ` ~ ` ` ` v+ + vv ~i v~ i r t, P I I~ ` + ~ v v + 9 v I 1 m 1 + + \ + A A 1 SITE DATA•
I I I I N 1 I I ~ a / 1 l `1 I ~ v CU - FURLfk I I v I', v ` F ~ ! TOTAL AREA WITHIN TRACT - 18.52 ACRESf INCLUDING ROAD RIGHT OF WAYS
~ / N ~ i 11 I ~I, I ~ ~ 1 ,r2~1•30 I ~ -+T 6+A~ w - - pETE~510R X23) kc ~ . I ~ + lo• ~ I ~ ~ ~ ~ ` ~ 9 ~ I OAD = 0.1 CREt ofTfi51pR(73~ I , II , + , ID• ~ 4?i~\ s~ ~ I! TOTAL AREA WITHIN RIGHT-OF-WAY N.GS.R. N0. 1138 (FIRE TOWER R ) 8 A
0 1 ~ P I 1 I "E~sTgy U-SHAPED FILTER Bfisf3 % IN 1 ~ ~ ~ ~ _ _ 1/3 m I~ I 1 B( (SE ; I 1 y ~ ' X5/3 1/s- t~nr I ' ` \ ~ ~ z4 s ~ ~ ~ I TOTAL AREA WITHIN RIGHT-OF-WAY SANDBRIDGE ROAD= 1.60 ACRESt & 5/3 G 1 ! 11 v + ~ ~ I ~ O.9) ~ 0. F~ p, ~ `v `v I - - ' ~ I , , : ~ ~ c~Rie \ ~~e.~ ~ 0 \y~ ~ ~ ! TOTAL AREA WITHIN LOTS - 15.63 ACRESt
o ~ I ' ~ j r 1 OR,~ I (SEA NEAP ~ i r ~ I ° 1 ' ~ ~ 1~, ~ . , v ~ m I l r r ! I INA~ EDE wA(( l I 1 ~ ~ _ - - - - \ , I oxcf1Sloll~3) \ 'A9 ` `o \ TOTAL NUMBER OF LOTS = 16
m ~ I r l ! / I FAS~ ~ T. 16/3 i 1 : r 1 ~ ~ _ a ~ - - - _ - - - v • . o x A m l~ i l ~ r TENT II ~ r y I ~ ~ tip. v I v v Er I R SIN v ~ ~ I - t I I ~ ~ ~ & 5 iNG v v ~ , y ~ I AVERAGE LOT SIZE - 0.98 ACRES
r - 49- _-249---- _ _ I ~ ~ ~ , /a ~ ` ~9~ I THE PROPERTY IS LOCATED IN THE TOISNOT CLASS II WATERSHED. - - , ~ F ~ I ~ ~ TAX MAP, BLOCK & PARCEL NO.: 276600660453 AND 276600650167
A ~ A ~ IJ! F' l l ~ ~ ~REgD / .J•' I I 1 I ti _ - - .r. a 7 i Ir 11 , / / ?6 FT ER ii ' l / I J'~ 1 1 /I' 1 ~ •v ~ _ n z I 1, / ~ r i F iQy l I 85.25'T3' ~ v - a+tb •r, l i 1 1 ~ v ~ ~ ~ ~ ~-2aa 1" I I ~ t + +v ~ v v 9~ do v I DEED REFERENCE: BOOK 1071 PAGE 904
~ y I~ / I i ! / , BAY 18" D C / / ~ I I 1 Dr 10.00 ~ - _ - o I / , ! F OI 3 FEp ~ , l l I t Rw3 ~ - - - ~ ~ ~ , ' + ` 9 ~ ~ F ~ ~ MAP REFERENCE: MAP BOOK 27 PAGE 150 I I ti v + 9 ~F
~ z ~ / l ' ' Pa28gYgM~'R ~ IMO l i I I ~ X451.99 _ - rn / / ZAC DEP ' I) E / / I b! ~ l s2gg.99 u _ • ' -249- - - \ \ w Y ~I / ! ! ARpUN E ExCE ~ ~ / / I ?ER~ON~ T~ _ '248_ _ / r D 3 'I I I ~ + + ~y y ZONING DISTRICT; R-40 ~ ~ • ~ , I + v + ~ v v SETBACK LIMITS: FRONT = 50 FEET
kn I ! i i l (El'FLlSIq`, FT, l I 1 ~yF( ~TCy~ _ _ ' ~ _ - \ • • ANOg ~ / r ~ SP ~NER , r Y`~ 1 p F ~R - - _ _ ~ R~~ °+qo I ~ ~ Y% ~ \ \ ~ ~ REAR = 30 FEET
c~ / ! ODE ER. / I , la" 1D1y0'~R s, ~ - '2a~~ -2a8___\, 1 \ \ ~ ~ \ \ ~ \
+ ~A~ w, ~ ~ ~ T \ SIDE = 15 FEET J ``1~ ~\r ~ \ \ STREET SIDE = 25 FEET
A~ r 1yFR~~ ! l ~ V. 5710 pT~BAy p pMf>FR -z46_, -'146-. _ , ! ~ I ! ! / 'aTCH II ~ 1 AROU~Ex~I>H"J 10 FT - _ -2a7 - _ ' ~ + ~ ~ + SIGNAGE: MAXIMUM SIGN FACE AREA = 32 S0. FT.
r 1 I ! ~ ~ ~ t II (S~ ND ~ S1pR U fr - 7q6 _ / ml 1 1 I ! ~~l ~ I r ~ 1 DET ~i NR ~~2 - 1p. - _ t 1 1 II I ~ r ~ PR1 .1( 1/1) SP/~~ 94_., - 1q5 246------------ _ _ ~ ' +O E};EMENT\ ~ \ MAXIMUM HEIGHT = 6 FEET
1 1 1 1 1 1FgR ~l ~ q / _ ~1.F~1r ` ~ _2q 1p. \ ~ ' DRA . GE ` `,z ,o~ ~1A5~' \ ~ 20 INA ~ PLACEMENT MINIMUM OF 10 FEET FROM PROPERTY LINE
I 1 1 1 I BAY la`D~ ~R ~ 3'' ~S _ - '--..24 "'I 1 1 I f SAM J F EEP 'I / R!P I 1 ~ ~ ? 5- - _ _ _ _ _ xl I DR E T, r R ~"wF 44- N ~ ONE SIGN PER ROAD FRON A1n~C,
I ~ 1 I 1 I 1 1 1'IACgY DEPR' l0~DE ~ II I ! -IBC:1} ~ APR~~` ~a'E EA~, _ - _ N - _ i 11 11 11 11 11 ~~Np lEkCf(~ ' J ~ I 1 ! / ,1`~!SS B R4~ ~ ~2q2, O" ~ - 10' - - - _ _
c~ T N E~~ ORU 1 8 I : I T}u 4qp 1 24 ~ =o ly I r I I 1 SpRE NfR: 1h 11 1~ ~ 3 - - - - _ + 1. SOILS INFORMATION ARE PROVIDED BY DANIEL J. BALEY.
I 1 I 1 1 1 (SfE ADER/ I I , ~ 1 I I ~ _ _ - _ ~ - _ 0. - - _ - 1 1 1 ~ I 1 ,DET, 1 i ~'QR 1 ` _ 40. -~rC ~ _ ~a. _ vl r 1 1 53fq~1 1 1 1 ih)I I 1.1 RIP~PFlY~A 1 241-- - Qg SQ 142,__2 - - - -24s-__ Y I 2. THE PROPERTY BOUNDARY SHOWN IS AS RECORDED ON MAP BOOK 41 PAGE 53 _ - ~ v ~ ~ ~ ~ I
ol`" 1 11 1.1??SQ.FT 1 '1 11 II '1 y~ (~DET~~Bq~t¢ - ?ACRft-_ ~ - m u 1 1 , ACRESt 11 ~ 1 1 ~ 1 ~ I . 3/j) S1N I 10• f 241_ _ ~ - - _ 14 _ _ _ _ , , - - _ ~ t ~ ~ ~ IN HASH COUNTY REGISTER OF DEEDS. - ~ ~ I
n t 1 t - p IC I1 1 1 1 1 ~ 1 1 1 ~ / I 1 N ' - ~ - - - z 1 W --240... _ a ~ - -244-__ - 4o,g~ + 0 ~ ~ ~ I 3. ALL ADDRESSES ARE: BAILEY, NC 27807
},m m ly 1 11 N II 11 1 II I 1~ , ` 111 ~ I I `'-2 - ~V w.10' ~_`~m D `243._ ID' b~ D•93q~ F7. i i 4. INSPECT ALL SEDIMENT AND EROSION CONTROL DEVICES WEEKLY ANO AFTER EACH RAINFALL. \ - - 45 CREt \ ; n1~ I o
' 1 ~1 \ \ \ ~ ~ ~ - 242._.. - ~ N / I / ' I t 1 N N 1 ~ ~ I 1 1 ` O - N _ Z 4p0j~ c9 ~ - _ O ~ i 1 I » v /I ~ ~ 1 DRAT E I )pBdBfd - - a0---_ '-0. S0. ~ - n, ----_zq3 ~ p I a EVENT. REMOVE ACCUMULATED SEDIMENT AND PROMPTLY MAKE NEEDED REPAIRS. .a ~ , ~ I N
I ~ ~ I 1 ~ v 1 ~ ~ I E Nq 1 ~ ~ ~ 1 1? - - y~, y1 A pT - ,`O / 1 II 1 1 11 ~ ~ II I ASEMENT ` ~ ~ !N) q4t~ FT ~ CRE _.'--a. -241--_ ~ ~ ` _ _ lo• ~ ~ v -`o - ` ~ _ _ _
' 1 1 I • ~ W' ~ ~ I ~1 5~~ ~ ~ WP AUDI Sf ~ s, ~ _ _ (A - 1 / I ~ 1¢ I ~ ARI NC - '-240-_ 3 , 1 1 1 ~ I . , Rs`DN W ~ ' 1~ _ A"l e~ ' _ _ _ _ 2 '`A 242, 10' ~ -----~44 \ ~ i ! I ~
~ 1 I ~ 1 c0^'sn~uc'~ARr ~ I ~ ; I TcM 5~ I 1 ` ? - ~eR y - - _ ' a - , - _ ~o \ ~ _ I II EMERGENCY OUTLET FOR ~ ~ o ~ ~ ! I LEVEL SPREADER.
I PR ' ~ AQyfNC~~z ~ ' I ° I ' ~ , r o ly '~01~~ ~ z - --23s----_+o,o)~ ~1-- - _ r I I pP0 (sEF SAN ` , I I ~ I 1 ~ ~ ~ 1.11 1 sa. 2m ' ~ . ~ -o s ) so. ~ rN SFp ~'r. s 8 ~ I I ~ I I ° 1 ~4 ~ y Ac Fr. - - ? ~ - - 12 , i I I - - I INVERT TO STREAM IS 6
2p• FC 68 /3) °~1 N 1/ 1 'v I ~`tJ n ~ ~L ~~Gn RI ExC(URESt m - 238__ ~ ACRE, - - m ~ tANpS , Rfp ,c . 24. ~ . 2 1 I v o~ y I 1 1 N , -n ARlgp BNC D - - - __-23 m ~ _ 43 ,O ~ i rn INCHES ABOVE INVERT OF - - - _ ` ~ _ p ~ ' TOP OF BANK OF LEVEL SPREADER.
- \ CAP Np R ~ • 1 1 ~ ~ ~ I ~ ~ _ u ul e _ - - i E SN , SECS CP / ~ , y . Z I n 1 ~ ~ - ~R m ~ ~ - - ~1 _ ~ - , -?40. ~ ~ - 'Py ~ ROAD SIDE DITCH i
- _,--249---~~~FFf pN~ ~1 ~ , y ~ f~ i I II 1 ~ ~ ~ 23 - z - - - R ~ ~ ~ 1 1 I I . , ~ ~ ` m ~ - - _ ~p~~ - - 9C _ 2 ~ ~ ROAD SIDE DITCH INVERT
~ ` N 1/ 1 I 61~ IN I I 1 1 ~ : 2 , , - - '2.II_-_-- y w ~ 1 ~ _ _ t - _ RIO SITE ~ 1 ~ ti 1 i T I 1 I a- ~ ~ / T ` ; ExisnN - aNCLe „ . ~ ~ h 1 1 I I I ~ 1 ~ - - _ / nnn ~ - _ -.o.sygsQ R. F9 ~ ~ ~ ~ V ~ FOREBAY
- V`;r 5" ~MP. ~ _ tr;f 1 1 I I I ~I. ~ i I ~ 1 ~ 1"~ 1 / ~ - _ . ~ _ - ~ ~t i 1J o 3 FT. DEPTH MIN.
~ INV 1 1 I I I I I / 11 i 1 ~ ' Inn 2 ~ ~ ~ y ~
\ 47-- 25' Np I m 1 ~ ~ - nnnnn _
~ ~ F,p f ~ r , / , ~ 1 I ^ ~ - ~1 ~ _
_ 7 q___ ------~45-- I _V/,yN S!j 1 ~I I / ~ I ~ 1 A --234- - - ~ n~ ~ ~ STABILIZED ' I,~~, '240-- y i ~ 11 - ; - SLOPE
I 1 ' - - B < - _ ~ _ ---239------ _ 2 i
240-_.` ~ 242,, '2 E ~ ,1 ~ ~ ~ ~ I 1 ~ I _ - -23 - _234----- - - - -M - - - 6 ~p~' _ ,4 ,4 ,r
- --238- - _ 241__l0 1$" ~ h ~ ~ ~ ~ ~ ~ 1 , 1 r ` ~ - 3 - ~ ` - - - _ 8,y3~"~9``__ 238- - - - -
- ~ ~ / ~ i ~-~M(1~ _ 42 ` ~ 1111 1' ~ ~ `28Q---_` ,,1~-- - - -2 \ ~ ~ I 1 II N r ~ ~ \ -232- _ - 1.5 A Q. ~ 8 , _ ~R` eft. -231--------- - - -233------ `
~ ~ _,~9 -'240_, _ l ~ ~ ~ ~ III III ~ ~ 'h'\, \ q ~ ~ - Rle ~l ~ 141-- ~ ~ ~ l~ F~ ~ ~ Al ~ ` - ' - , ~ kW'- ` ~ ~ ~ ~ 1 SANG ~ A i' l~ - - - _ ~ RIPRAP LINED LEVEL SPREADER
- _ _ - _ ~ , ~ ~ ,,~36'' CONSTRUCTED AT SAME ELEVATION - 232 - - - - TO ACHIEVE 0~ GRADE.
YO 3g-; , ~~239, ~ _ ~ ` ~ ~ t 1 ~ ~L V --230-_ -
~ \ ` --238- fX1SAN ~23 _ ~ \ , J - - - UNDISTURBED - , - `'-230-, ` 234 _ - - I I/
~ ~ _ - C18. 6.- n ~ ~ ~ /A I ~ CMP _ ~ ~Fk ~ ~ \ _-220-'"- - _ RIPARIAN --229--_ - ~ ! _ I` BUFFER ~ z ~ , I
~ I ~ ~ _ f: _ ~ ~ /8 ~ ?p
- - r£R~ ~ \ p I Ek1$AN ~ ~ : ~ - I ~ 0 ~ ~ I C 1 I - ~ ~ ~.J ~.R'q~N/1G \ ~ ~ III l ~ i~ / W w ~ r m m m
~ ~ ~ CP I j ~~~b ~ ~ ~ ~ \ ~ ~ ~~+FNr _ ?8_, ,tip'" ~ ~ 4 ~ LIP OF LEVEL
~ 1 ~ I ~ ~A ~ V I I \ ~ : ~ I ~ V ~ 1 I I ~ ~ ~ 1 ~J~ ~ ~ ~ 3ti ~ ~ SPREADER AT OX GRADE ~ _ ,ti i i QQ N ~
~ 1 I I ~ ~ ~ 1 ~ A A l 11 ~ ~ ~ 1 I I \ ~ 1 ~ 11 ~ ~ `-zz _ _ - ~ ~ ^ DEAD LEVEL g ~ ~ ~ ^ 2~^ 24 r v ( ) VARIES _ i W 0
~ 1 I I J0 I ~ ~ 1 x,11 ` ~ ~ ~ I I 11gN I ~ 1~ 1\~~~ g ~ ' m 0 10 pE-~ ~ ,-2~ v
A I I Dff AR A' C(Dly ~ 1 ~~A i r ~ ~ 1 I I U 800 OPfRTY FR \ 1 I ~ 11A11111 ~ ~ ~ ~ ~ ~~CIgM DESII~j ~ - '~28 W QUES~I ~ \ ~ - 221-~ 1p ~
~ ~ ~ w I MAA k 1 _2 ~ 1 I A 1111 111 ~ ~ ~ ~ ~ ~ ~ ~ A. ~ B 8 36_ 1 , 11 111 ~ ~ 16 ~ ~ DE P G(p 1 ~ ~ I oo pq . 1 I 1 ,1 ~ 11 ~ ~ ~ ~ ~ ED Rop ~eR ~ ~ 1 ~ I X 4j Cf 8 ~ I 1 111111 ~ ~ ~ ~ ~ ~ . N Bp0 ERTY AN eqs ~ - 2~
~ ~ ~ I I IAGRI~ Pq0 4g ~ A 1 ~ ,11111 ~ ~ MAP ~ 128
~ ` ` I I 0(TOR E 53 1 11 ~ 1 \~11~11VA~ ~ ~ ~ ~ BDOK 8 PAG ~ ~ 1 I I At~ \ ~ 1 \11A11111 ~ ~ ~ ~ U ~ ~AG 41 P F 649 ~ ~ ~ I I I ~ I 1 1 1'I~al ~ ~ F ~F R1001T AOP S ,-2 5"~ CLASS A RIPRAP - GEOTEXTILE FABRIC
\ ~ 1 I 1 1 A 11 1111VA~ ~ ~ ~ I/Rq 3 ~ 1 V i I A 1 ~ 1 X11V A1AI ~ ~ ~ \ ~ c~ I \ ~ V Al ~1111~-. ~ ~ ~ -2 L - CROSS SECTION
~ 1 p 1 I ~ ~ v ,1A11 1 ~ ` ~ ~ 1 ~ I 1 A l 111 ~ ~ ~ ~ 1 1 V X11A1V ~ ~ . . ~ ~ "1 ~ / I I 1 11,I 111 ~ . r ~ L
~ 1 1 I 1 1 ~ 1 I ~I,11 AVVI ~ . ~ ~ ~ ~ ~ I I I I ~ 1 11.11\lVI V~~~~ ~ ~Q L ~og,~
~ ` 1 I 1 ` 1 Il 11VVV ~ ~ ~ ~ ~ A I I 1 1 1VAIIV 1 ~ ~ ~ ~ Q 1 1 I i I , ~ 1 ` 11,11,11,, . ~ ~ N I t 1 A1A~ ~ ~ ~ ~ \ ~ SPREADERS AND FOREBAY SHALL BE CONSTRUCTED LEVEL
~ A ~ 1 ~ 1 ~ \ 1 1 1V11111VA ~ ~ ~ ~ 0 v 1 ~ I o I -238 ~ 1 111111 ~ ~6 ~ ~ 1 1 1 I I I ~ 1 11111 111 ~ ~ ' \ ~ OUTSIDE OF THE 50 FT. RIPARIAN BUFFER.
I I I ~ 1 1 111111VV11 v 1 I 1 I I I t 1 1 1 11 1111 ~ I I I 1 1 1 11!1 1AI 1
I I I I ~1 1 I ,1~ 1 I I 1 A 1\IA - I I I I I I I I 1 1 1 \ 111`11\ 1~ 1 ~ 1
I I I I I I I I 1 1 1 1 1VA1111 11 A ~ ~ ~ 1 I I I I 1 I / 1 1 1 1111111V1\I 1 ~ ~ 1 (NOT TO SCALE)
I I 1 / 1 11~,11 ~ \ ~ ~ ~ ~ ~ I 1 i ~ _ I i 1~ ~1~111 I \ ~I i _
ass i DRAWN BY: SHEET:
NO. REVISION DATE CA DMT
s; D ~~,unUy O 1 REVIEW COMMENTS FROM NCDENR, NCDOT & NASH COUNTY 01/19/06 D Q OCR,, FESg/p ,,~i ; OWNER: DESIGNED BY: e D D D
o o y o Qeo 49~ : v MORGANSHIRE PARTNERS LLC c Q 0 0 CONTROL JLK OF: 3
LAND SURVEYING • ENGINEERING - PLANNING SEAL - R. JACKSON SMITH, III DATE: JACKSONS TOWNSHIP WORK ORDER:
P.O. Drawer 1435 300 East Walnut Street 16813 P.O. BOX 11287, GOLDSBORO, NC 27532 11/28/05 050649
Goldsboro N.C. 27533-1435 NEV01- GPI 9191 581-0066 "'p "loss cALE: NASH COUNTY, NC CADD DWG: s
919/735-5886 Fax [phone]" = 50' 050649
V56

2r ~ OR : r ypn 4 ~n~ )p• l / ~ \
L,, Y f glNq I Z 0 0~,~ ~MP CF y 'g2 S4 0 p~j ~ ~ ~
r ~ Np •9CRE •9? q SQ ti p \ ~ FLOOOs cRf ~ O ~ N.C. HWY. 97
~ I 97 \ ~
~
i k ~ ~ s Y r ftSl E ~ set m
~ ORaN gy f e ~ ~o, N
r q~ f I ~ rr q~i',y ~FOyF,b ~ o
~ fiyT FT, rs q~• ; INV. 237.30 , Y ~~r ~3~ ~ 92q~F Oti
y ~O ~B a
2y I / ~^r I - 5+00 .)s~ ~9p9
/ M r / nr ~ I Y ~Y ' n0 ~ TONER RO 4 w N
n~ ~ ~ = r/ Bx~ ~ h o
~r / ~ D ~ ~ 40 z ^1~ '9? SO ~P = 'e
~,aa ~ ~ gcRF FT ~ u ~ h ~ NO'RTH y ~ ~ i
~k / X85'23'13' a Y J ~ ~e
~y r R 310.00 ,y ~ ~ Y 2 r L=461.99 ~ Trn=285.99 t Q ~4 8 0~ o
, ~ '"q~ as ~ VICINITY SKETCH o ~o
~D r INV. 237.10 ti ~ O
2 ~ SJ ~ 2~ a~ ~ ~
l~ r !?14~ r qCR FT ~O~A00 ~y
fSy, ' ' x~ ~.F ~0 4 , I. \ M1 ' 0 ? / os R
/ a~F a~ S I Fq qN Q 70.7 ~
~ ~e ~ ~l RED 0 N~
I cF ~ ~ ~ Ro ~ ~y
Y p g, ~ ~S q0 ~ \ 9x 4~ l? ~
? . RoP ~ ~ ° 9*a~ 0 any OS ~4s ~ , \ (qN F( Fo G 0 ib 0 i `C y 9j q SQ N N^
\pSC gRFp 8 ( e~~ro o ~F~ o. ~ ~ O Z
q'0F FN F 4 I q~E'bFGF 1 40 gq~, 9~ o ?4 ror ~ 0 6 .a, O ,rF S c4 0 0 )"~Q ~ 7' ~ q
r e £R Fob RCp ,x~! ° . 50' : ~ ~ .g? sq F a +rsnN ,Ok \ O,ys Z • 50 I ~ r?B~d~ `10 qcR~, r a2 y ~o
0 \ \ r s CMP RrgN\~ frF \ -o ~ Rrp /NCILCRF Fr N ~ r . 9
\ ~ ~ ~ ~ N I N N I N ~ Z ~/,qN 0/N S.~ 0 0 v R/W ~ R/W
\ r H~ 2 z : ~ m m rn : W 4eo ~R ~ ~ o Zo 244
+o ~o. I I ~ ~ q?r ~ 4 oti \ ~ WIN N I ~ R/P Fx q ~ 2 ? ~ ~ 1/ "/F I y.1 ~ FlNSH
\ \ r ~ 36, ~ : m ARi~L~FS~ ~ ti O ~ I I A ANC ~ a~ - __1_ 242 GR DE
~ R25' 2~, ~ ~R R1 0 ) 9 o R~ - -
\ W~ (q I I ~ ~qc•~? ~ o r \ eG~ ps I "1 RFi~ ~ r - ° 240
\ ~ F C ~ n, t \ rory \ ro F'4 qAF` ~ 2 ~ r0. gyp' - - ~20' DRA ~ - - KEYSTONE BLOCK HEADWALL ~p• INAGE EASEMENT -
lp 71NCA ~q~~~p. / V ~ y~ ti O ~ 238 0
6F rs. R~ r ~ / S'f / \ J o•
Rio ~P ~ e \ y ~ ~o ~o ~ '°o . ~ \ \ a I V= 7. STREAM INVERT ~ ro. 236
~ \ r / / \ ~0~c~~ 2 / q ~i"~4 a \ gz ~ ~ 1NV=237.10
~ ~ \ gCRf~FT ~ ~O ~ 70. 40 L.F.-42" RCP 0 0.5X
~ \ a'~ I ~ ~ ~ ~S~~ -60 -40 -20 0 20 40 60
I \ \ ,U 0 083 q SQ 12 0 . / ~RF F? ~0
I \ y O• ~
f'6S \ f Fki I \ A,yC SnN \ )g. \ \ ~ C \
~Ip ~ CMp \ 40 ~j 0~
fk/ s~ \ I \ "~,e, r I \ s? q SQ f? a~ No• ~y
RCP \ \F,~~ \ pRF~ . ~ a z
\~ti I \ \ \ C ~y ~
\ ~ \ \ r\~o \ \ Y y~ Q~1 1 j c^ ,~c
q r \ F ~ 9~ ~l~
\~'ti \ \ ,F / a
Fy o / 2
\ \ ' ~ ~ ~ r ~ O • •a~ .
ao
U
Z F 0 a
Q a
Z O N
f= U ~ U > Q
~ HIGH POINT ELEV = 250.63 w
w LOW POINT ELEV = 242.37 HIGH POINT STA = 6+24.19 w p F- LEGEND J
LOW POINT STA = 2+81.53 PVI STA = 5+93,03 ~1 PVI STA = 3+20.13 PVI ELEV = .251.35 ~ v ,1°n = EXISTING PROPOSED
PVI ELEV = 241.91 A.D. _ -4.84 SCALE: 1 = 50 H( = 50' HORIZ. ~ N ~ CONTOUR - - -100 - - - +Q
° A.D. = 4.34 K = 30.00 - + 1 - 5 VF = 5' VERT. ~ W ~ o CONSTRUCTION LIMITS - • • - • • -
° K = 30.00 145' VC 130' VC a Z d a GRAVEL RIP RAP FILTER BASIN Hw I-z
~ ~ w WOODS LINE IJIJUIJIJIJIJI,AJ
m ~ - EXCELSIOR LINED SWALE
FLARED END SECTION Q
m t0 ~°n ~ ~ N SEDIMENT TRAP
O DRAINAGE FLOW DIRECTION ~ ~ ~
256 ~ w ,j U j U-SHAPED FILTER BASIN
> w w RIP RAP APRON
U SILT FENCE
M m N ~ UTILITY POLE ~
252 ~ ao ~ - ~ GUY WIRE
~ M N ELECTRIC UNE ---e ---e ---E -
~ ~ U ~ FIBER TELEPHONE LINE - - - r - - - T -
N > W W FIBER OPTIC LINE - - - r - - - r -
248 _ ~
m 6% 4 _~0 ~ _
~ ~
ti
244
~ 0.88
240 24" RCP
/
42' RCP
236
DATUM 6LSV
~ 00 d'
rn ~
a ~ ~ d ~ a ~ ~ GRAPHIC SCALE
so 0 25 so 100 200
O+DD 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+5( 8+50 9+00 9+50 10+00 10+50 11+00
( IN FEET )
PROPOSED CENTERLINE TOP OF ASPHALT ELEVATION (TYPICAL) 1 inch = 50 ft.
t~• •!'rT_
DRAWN BY: ~n«
NO. REVISION DATE DIET
O6 a ~ puuq 0~'I~ 1 REVIEW COMMENTS FROM NCDENR. NCDOT & NASH COUNTY 01/19/ D O OQd`FESS Q L D Jr, k D DESIGNED BY: A DE D
° g MORGANSHIRE PARTNERS, LLC (GE 0 JLK OF: 3
LAND SURVEYING ENGINEERING 'PLANNING SFAL R. JACKSON SMITH, III DATE: JACKSONS TOWNSHIP WORK ORDER:
P.O. Drawer 1435 300 East Walnut Street 16813 P.O. BOX 11287, GOLDSBORO, NC 27532 11/28/05 050649
Goldsboro N.C. 27533-1435 isI-V) X~% 'FNCirrEE~ CP: 919 581-0066 , SCALE: NASH COUNTY, N.C. CADD DWG:
l.0 919/735-5886 Fax [phone] AS SHOWN 050649
956

fFNFRII N(I1FC:
ALL MORTAR JOINTS ARE TO ~"t d". R.O.W.
TEMPORARY SEEDING SCHEDULE C~S~UC¶i~ Apply o good coverage of straw mulch before installing netting. BRICKWORK SHALL BE BONDED YATH FULL HEADERS EVERY 1HREE COURSES. R'O'W' 60'
Seeding mixture 1. OBTAIN GRADING PERMIT. ALL EXPOSED JOINTS SHALL BE CONCAVE TOOLED. r
Raa (Ib/oae) Rye (grain) 120 2, INSTALL 24" RCP AT STA. 0+22 AND RELATED EROSION CONTROL PRACTICES AS SHOWN ON THE PLANS. WALL THICKNESS (T) SHOWN IS NOT BE INTERPRETED TO MEAN THE THICKNESS 6' 6' 10' 10' 6' 6' ACCEPTABLE, BUT ARE USED ONLY IN COMPUTING ENDWALL DIMENSIONS AND
Annual lespedeza (Kobe in QUANn11ES.
Piedmont and Coastal Plain, Korean in Mountains) 50 2. INSTALL CONSTRUCTION ENTRANCE, DIVERSION DITCHES, AND SEDIMENT TRAPS AS SHOWN ON THE PLANS. Mchar netting or matting FORMS ARE TO BE USED FOR THE CONSTRUCnON OF THE BASE. d~ i/4" PER fT. I' PER FL ~ ti~
Omit annual lespedeza when duration of temporary cover is not to AROUND STOCKPILE AREA AS SHOWN ON THE PLANS. in a 6-inch trench at PIPE ~ CLASS 'B' CONCRETE TO BE USED. 1
2. INSTALL TEMPORARY SILT FENCE uppu end of channel. extend beyond June. Roll out netting In Compact soil firmly and CONCRETE BRICK MAY ~ USED IN UEU OF CLAY BRICK. A•1 g' 1
RADING OF DRAINAGE ROADS ANO SWALES. the direction of staple every 1 tt. jest below Seeding dates 3. PERFORM G water flow. anchor slot. JUMBO BRICK WLL ~ PERMITTED. Y S-9.SA 6" C.A.&C. i ~ ~-9.5 ~ EXCELSIOR NET GREEN CONCRETE SHALL NOT COME IN CONTACT WITH ANY SIREAN WATER OR CLASS 'B" RIP RAP h1 j ASPHALT iv 2•
Coastal Plain: Dec. 1 -Apr. 15 Do not stretch. 4. STABILIZE ALL DISTURBED AREAS AND ROADSIDE DITCHES STORM WATER RUNOfF. LINED SWAIE ~ UNEO SWALE
Sall amendments WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING. Follow recommendotons of soil tests or apply 2,000 Ib/acre ground _ (WHERE REQUIRED) iv (WHERE REQUIRED) AMERICAN EXCELSIOR _ REGULAR
agricultural limestone and 750 Ib/acre 10-10-10 fertilizer. CONSTRUCTION. 5. COMPLETE __L _ _ _ _ ,D TYPICAL ROAD SECTION WITH DITCH .
Mulch 3 (NOT TO SCALE)
Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt, 6. REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER ALL DISTURBED netting, or a mulch anchoring tool. A disk with blades set nearly AREAS ARE STABILIZED. I
straight can be used as a mulch anchoring tool. t8" .bin ends of strips by t1dN SLOPE AS INDICATED ON PLANS
anCB overlapping 18 inches Mainten
Refartilize if growth is not fully adequate. Reseed, refertilize and and stapling every 1 ft. mulch immediately following erosion a other damage. through both layers. 12'-B' B'
CURLEX I EROSION CONTROL Anchor upper end of BLANKET 8Y AMERICAN each strip in 6-inch F-
Staple each strip every 3 ft. around the EXCELSIOR CO. OR trench. (
TEMPORARY SEEDING SCHEDULE edges and down the center. APPROVED EQUAL ~ Ovedop adpcent strips 3 inches and staple. _ _ _
Seeding mixture _ rc A?~ 1 _r~ ~ ~ ~ PIPE e - I ~ 3g 6-0' 5-O 4'-0'
Rate (Ib/ocn) 3 German millet 40 ~ (NOT TO SCALE) gA < PAVEMENT SHOULDER F o
OP Seeding dates ~ 20' WIDTH NIDTH .
Coastal Plain: A r. 15 -Aug. 15 JG P 0 / ° CONCRETE ~ 10' CONCRETE PAVEMENT 4'
QJ 50, Soil amendments MIN, N.c.o.o.T. X57
Follow recommendations of soil tests or apply 2,000 Ib/acre ground WASHED STONE agricultural limestone and 750 Ib/acre 10-10-10 fertilizer. 24" FRONT LfvanoN IGH -0 - A 2'-B'
CLASS 1 RIPRAP SLOPE AS REQUIRED DOE ELrVAl10N 1` PER ~ ti,
TOP ELEVATION OF STORM WATER MIN. Mulch _ - - Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt, p 0.5'-1' 16 3, ~
with blades set nears ' S ~ ' netting, or P mulch anchoring tool. A disk Y PJ~~ XISTING w straight con be used as a mulch anchoring tool. ~p SLOPE w 3 N.C.D.O.T. STANDARD 838.11 (NOT TO SCALE)
~ 1 ~ ~a• TO'x70' T ?g. 25' S1~T10'x70' 12
Maintenalce s" MIN. , ~ Refartilize if growth is not fully adequate. Reseed, refertilize and T EASEM~..--- ~ 8; EASEMEN SIGH.__.... ;o - T 3 (SHOULDER SECTION)
mulch immediately following erosion or other damage. NOT TO SCALE 0 70' 70 r
2"-3" FlLTER fABRIC CLASS I RIP RAP (SEE SECnON 1HRU BASIN B0.0W) `~0• 'y~ 3
TEMPORARY SEEDING SCHEDULE COURSE AGGREGATE Geotextile fabric ARI I I I - - O
to stabilize foundation SECTION AA Seeding mixture Diversion ridge (especially important where I F-
Rate (Ib/sae) Grade wetness is anticipated) A ~ ~ K
Rye (gram) 120 >2~ i3" EXISTING STEP SEQUENCE , , SLOPE
Seedin dates ~ - 15' Public road Coastal lain and Piedmont: Aug. 15 -Dec. 30 VARIES fLOW CLASS I RIP RAP HEADWALL
FLOW INVERT / ~ TERSEC110N ~ „TYPICAL INTERNAL ROAD IN
Sall amendments / \ s -1' Fellow soil teats or apply 2,000 Ib/acre ground agricultural limestone Geotextile \ ~ 3 (NOT TO SCALE)
and 1,000 Ib/acre 10-10-10 fertilizer Fabric ~ /~\f/\ w ~ EYED RIP RAP ~ ~ WASHED STONE T' TFiICI( if
MUlch Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt,
nettin , or a mulch anchoring tool. A disk with blades set nearly Figure 6.Ofic Temporary gravel construction entrance/exit with diversion N.C.D.O.T. /57 9
straight can be used as a mulch anchoring tool. ridge where exceeds 2%. WASHED STONE A ~M / ENi STORA / 5' WN. FAd1 GE AREA
Maintenance CHECK DAM Repair and refertilize damaged areas immediately. Topdress with 50 eAClt aF CURe 1o FACE aF scN
Ib/acre of nitrogen in March. If it is necessary to extend temporary 9 a (NOT To SCALE) ~Y NAX FROM TOP OF 9CN TO PAYEIENT
corer beyond June 15, overseed with 50 Ib/acre Kobe (Piedmont and 3 (NOT TO SCALE) Coastal Plain). CURB t CUTTER OE9fi1
t161NIEd~ MUST BE N.CA.0.T. APPROVED
INSPECT CHECK DAMS AFTER EACH RAINFAU_ REMOVE THE SEDIMENT AND RESTORE ORIGINAL VOLUME WHEN SEDIMENT JE WHEN SEDIMENT PERSPECTIVE VIEW PAVEMENT SHOULDER
PERMANENT SEEDING SCHEDULE ~ ACCUMULATES TO ABOUT ONE-HALF THE DESIGN VOLUME. AVOID CURVES IN PUBUC ROADS ANO STEEP SLOPES. REMOVE ALL VEGETATION AND (NOT TO SCALE) WIDTH WD1H 19' ~ 14' AINFALL EVENT ANO PAVflIENi PAIEMENT
OTHER OBJEC110NABLE MATERIAL FROM THE FOUNDATION AREA. GRADE AND CROWN INSPECT THE STRUCTURE FOR EROSION, PIPING ANO ROCK DISPLACEMENT AFTER EACH SIGNIFICANT RAINFALL EVENT ANO Seeding mixture FOUNDATION FOR POSITIVE DRAINAGE. MAKE NEEDED REPAIRS IMMEDIATELY. Spy Rate (Ib/sae) REMOVE THE STRUCTURE AND ANY UNSTABLE SEDIMENT IMMEDIATELY AFTER THE CONSTRUCTION SITE HAS BEEN SEDMENT STORAGE ZONE CIiAVEL k RIP RAP FlL1ER BERM BASIN DETAIL
Tall fescue 90 IF THE SLOPE TOWARD THE ROAD EXCEEDS 2X, CONSTRUCT A RIDGE, 6 TO 8 INCHES HIGH pERMANENILY STABIUIED. SMOOTH THE AREA TO BLEND WITH THE SURROUNDING AREA AND STABW2E. HAS BEEN IS DESIGNED TO PROTECT EXISTING PIPE INVERTS QE. FL000 STORAGE ZONE 1HAT GRAIN 10 ACRES OR LESS. x~
Pensacola Bahiagrass 50 YN1H 3:1 SIDE SLOPES, ACROSS 1HE FOUNDATION APPROXIMATELY 15 F1 FROM THE sericea lespedeza 30 ENTRANCE TO DIVERT RUNOFF AWAY FROM 1HE PUBUC ROAD (FlGURE 6.OSc). AREAS TO 8E ~6% 5' MW. R~~,
Kobe lespedeza 10 PLACE GE0IEXTILE FABRIC ON GRADED FOUNDATION TO IMPROVE STABWTY, ESPECIALLY /57 WASHED STONE I 2 HEADWALL 1/4'/TT. } R=te' DISTURBED. CUT, HUED, E1C.) PIPE WVERT - ORS +e. J~ 1 y TPoA~NIxE
~ WHERE WET CONOI110NS ARE ANTICIPATED. t-~~-1 Seeding not ( NATURAL I/4' PEA FT. ~ ~ / I, CJDIIERLINE 10' ~ ` I S GROUND ~ R/W
1. From Sept. 1 -Mar. 1, use unscarified sericea seed. PLACE STONE TO DIMENSIONS AND GRADE SHOWN ON PLANS. LEAVE SURFACE SMOOTH COMPACIEO SOIL N•••••• Fl=' 2. On poorly drained sites omit sercea and increase Kobe to 30 Ib/acre. ANp SLOPED FOR DRAINAGE. - 3' OF ORIVEMAY R/W -IY W FLOW 1.5 OW 1" ~I EDGE OF PAVfl1E1VT ~ -
3. Where a neat appearance is desired, omit sericea and increase Kobe to =III=III- I - r ~ ~ ex
40 Ib acre. DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE STONE PAD TO A SEDIMENT TRAP OR BASIN. - _ _ / -III III ~ - 1.5 - CLA55 1 Ri RAP - _EXISTING ROAD -
INSTALL PIPE UNDER PAD If NEEDED TO MAWTAW PROPER PUBUC ROAD DRAINAGE. - - - _ - _ - - _ _ _ Nurse plants - - _ - - I I-~ ~ ~ ~ Between Apr. 15 and Aug. 15, odd 10 Ib/acre German millet or 15 ib/acre - _ _ _ 5' 0' EDGE OF PAVEMENT -
acre r - - - -III-III=III=III -III ~=1 ~ I-) I I-III-~ elan rass. Prior to Ma 1 a after Aug. 15, odd 25 Ib/ ye - -III-III..-III I I =I YA7C l161T 0®11 (l7EAM OUT POITI i RAM RrV ccrnrw 711811 asaN FlI TFR ANO CULVERT PIPE
(groin). YABIfAN TAE g1AYEl. PAD W A CONDITION TO PREVENT MUD 14 13 3
Seeding dates OR SEDBIEIIT FRaM LEAV1lVG IiIE CONSTRUC110N 9TE THIS Beat Poesble u~REQIRRE FA~ILWEVENrROiD+IeDB,ECAOt1 ~E 1~lATERIAIs EXISTING PIPE. INVERTS 3 SHOULDER SECTION ~ ~
Early spring; Feb. 15 -Mar. 20 Feb. 15 _ Apr. 3o SPILLED, WASHED oR TRAGfED oNro PUBUC Ii0A0wAY5. 2 TEMPORARY DIVERSION DITCH GRAVEL & RIP RAP HORSESHOE I LET BASIN T To SCALE 6 (ND )
Fall: Sept. 1 -Sept. 30 Sept. 1 Oct. 31 3 3 (NOT TO SCALE)
Son Amendments Ap ly lime and (ertilizer according to soil tests, or apply 3,000-5,000
Ib~acre ground agricultural limestone (use the lower rate on sandy yytigy~(g; YJIItiIEN6tlt~
soils) and 1,000 Ib/acre 10-10-10 fertilizer. INSPECT TEMPORARY DIVERSIONA ANO REP RE THE DIVERSION RIDGERIF NECESSARYT WSPECTE REMOVE INSPECT SEDMENT BASINS AFTER EACH RAINFALL. REMOVE THE SEDIMENT ANO RESTORE ORIGINAL VOLUME WHEN INSPECT
MUICh SEDIMENT FROM THE FLOW ARE cre rain straw or a uivalent cover of another suitable OUTLETS AND MAKE REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS pERMANENILY Apply 4,000 Ib/a g q ENTLY SEDIMENT ACCUMULATES TO ABOUT ONE-HALF THE DESIGN VOLUME. INSPECT THE STRUCTURE FOR EROSION, PIPING, AND ROCK DISPLACEMENT AFTER EACH SIGNIFlCANT RAINFALL EVENT
b tackin with as halt, nettin , or roving or by STABILIZED, FILL IN 1HE DIVERSION CHANNEL AND APPROPRIATELY STABIU mulch. Anchor straw y g p 9 crimping with a mulch anchoring tool. A disk with blades set nearly • AND MAKE NEEDED REPAIRS IMMEDIATELY.
A straight can be used os a mulch anchoring too. " • • • • • • • • REMOVE THE STRUCTURE AND ANY UNSTABLE SEDIM~ U ~A1 TMY ~ RROUND~INGRAf~A AND STABILIZE.N PERMANENTLY STABILIZED. SMOOTH THE BASW SI
Maintenance SYNTHETIC FILTER FABRIC WITH ULTRAVIOLET RAY i RAY
If growth is less than fully adequate, refertilize in the second year, A Q - S A PERVIOUS SHEET OF POLYPROPYLENE according to soil tests or topdress with 500 Ib/acre 10-10-10 A o INHIBITOR , )PYLENE
m the mixture. - YLON POLYESTER OR POLYETHYLENE YARN. fertflizer. Mow as needed when sericea is omitted fro _ ~ N immediate) ~ tllize and mulch demo eel areas y. Q 14 GUAGE MIN. WIRE FENCE WITH N. ~E WITH 5 ft
Reseed, far 9 _ a REINFORCED cooatd pain - ICF ~ o • . 6 INCH MESH SPACING MAX. ' min
M .'au n. n.. 1.5 ft TOP OF
PERMANENT SEEDING SCHEDULE 8 FT. .1 ' • • 24" SWALE SLOPE ~ 5 ft
2. max MIN. r
Seedin mixture ids Rea (Ib/sae) 0.50'
~ zoo PLAN L Tall fescue (blend of two or
three improved varieties) Filter Fabric Cross Section
25 ! ( Rye (groin) L ) l 2T" Overfill 6"
Seedin dates g 1 Bess: Sept. 15 -Oct. 15 1 Design J min for settlement /
00 Z Possible; Sept. 1 -Oct. 31 or Feb. 15 -Apr, 30 _ - - - • • • ; , ; , , x D , . settled ~ top ~ ~ \ CLASS 8 RIPRAP
- - - -TI - - - - - Sall Amendments I .-III-I " _ -D ~ , ~ ~ ~ ~ ~ 9" - 12" SIZE - ~ 8 ft min ( ~
- --III- _ ' and fertilizer accordin to soil tests, or apply J,000-5,000 - - - " • • • • " • • • • • • ~ • ~ / A I hme 9 I I-I I t-III - PP Y ~ \ \ \ 1 ~~~~ITililll 1.5 ft ~-2:1 side ` SECTION AA slope max \
Ib/acre ground agricultural limestone (use the lower rate on sandy FILTER BLANKET sails and 1,000 Ib/acre 10-10-10 fertilizer. ~ / / ) SECTION AA FILTER BLANKET \ \ \ ~ - ( 5 ft ~ Emer enc ~ • max fell • • -~1:1 side slope b oss Y PRONDE FlLTER FABRIC
Mulch SECTION AA / / / / Filter P ~ ~ max 6~below OR CONSTRUCT KEYWAY TRENCH fabric
I 4 000 Ib acre rain straw or equivalent cover of another suitable \ \ \ \ \ \ APP Y ~ / g PIPE OUTLET TO FLAT AREA \ \ \ \ \ \ \ \ \ \ mulch. Anchor straw b tacking with asphalt, nettkg, or roving or by ~\/\/\/\/\/\/\/\/\/\i y A disk with blades set near) NO WELL-DEFINED CHANNEL / / / ~ / / / / / settled top A
crimping with a mulch anchoring tool. Y CHANNEL / \ 5 ft Natural of dam :TED FILL min ground
stral ht can be used as a mulch anchoring too, PIPE OUTLET TO WELL-DEFINED COMPACTED FILL 9 Section 6' t / , Stone \ ,
MalntenaTCe Fertilize according to soil tests or apply 40 Ib/aa'e nitrogen in Jan. or
Feb., 40 Ib in Sept., and 40 Ib in Nov., from a 12-4-8, 16-4-B, or 4" DIA. PINE, 2" DIA. OAK, )AK, . ,5 TEMPORARY SEDIMENT TRAP 18" - 24° . STEEL
similar turf fertilizer. Avoid fertilizer applications during warm weather, FILTER ) OR 1.33 LB./LINEAR FT. STEEL Reseed fertilize and mulch $ as this increases stand losses to disease FABRIC 3 . i \ '
a eel areas immedlatei . Mow to a height of 2.5-3.5 Inches as 4' MIN. LENGTH dam g Y 3 (NOT TO SCALE) needed. soaNal ass, _ yap ~ 1 WIRE ~n ~ ~
d9IESL INSPECT TEMPORARY SEDIMENT TRAPS AFTER EAg1 SIC;FIIFlCANULATED TO ONE-HALF THEMDESIGN DEPTHT~E~E~APP i
~ t 1. L IS THE LENGTH OF THE RIPRAP APRON. / / i 1 ~ TO ITS ORIGINAL DIMENSIONS WHEN 1HE SEDIMENT HAS ACCUM SEDIMENT REPUCE THE CONTAMINATED GRAVEL FAgNG WITH FRESH GRAVEL. ` ~ STORAGE
/ ~ , \ I = , 2. D = 1.5 TIMES THE MAXIMUM STONE ~ 00 3 INSPECT 1NE STRUCTURE FOR DAMAGE FROM EROSION OR ~ OIW PgN~T OF THE EMBANKMENT.~MMEDIATELY FILL ANYY
s' MIN. 4 EXCELSIOR NET ~ DIAMETER BUT NOT LESS THAN 8". TO ENSURE IT IS A MINIMUM DEP1H OF 1.5 Ff. BELOW THE SETilEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE THE DESIGN GRADE. ANY RIP RAP DISPLACED FORM THE
\ \ 3. A FlL1ER BLANKET OR FILLER BUNKET . , --r----- SPILLWAY MUST 8E IMMEDIATELY REPLAq~. A
i \ ~ 2' MIN. ~1 OR FlLTER FABRIC SHALL BE INSTALLED ~TWEEN THE RIPRAP AND SOIL FouNDAIION. TEMPORARY SEDIMENT FENCE AFTER ALL SEDIMENT PRODUGNG AREAS HAVE BEEN PERMTMEN ~Y~SVTIN~C HAS AND STABILIZE PRNOPERL~D ~ R BASIN
,ua~N,ayurc. S (NOT TO SCALE) UNSTABLE SEDIMENT. SMOOTH THE AREA TO BlE 3 GRAVEL & RIP RAP FILTE 3 (NOT TO SCALE)
1 XCELSIOR LINED SWALE eJSPECT RIP RAP APRON STRUCTURES AFTER HEAVY RAINS
FOR EROSION AROUND OR BELOW 1HE RIP RAP. IMMEDIATELY (NOT TO SCALE) MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DANAGE. tdAldIEdAdS~
INSPECT FlLTER BASINS AFTER EACH RAINFALL. REMOVE THE SEDIMENT AND RESTORE ORIGINAL VOLUME WHEN SEDIMENT ACCUMULATES TO ABOUT ONE-HALF THE DESIGN VOLUME.
INSPECT SEDIMENT FENCE AT LEAST ONCE A WEEK AND AFTER EACH RANFALL EVENT. MAKE ANY REQUIRED REPAIRS IY REQUIRED REPAIRS INSPECT 1HE STRUCTURE FOR EROSION, PIPING, AND ROCK DISPLACEMENT AFTER EACH SIGNIFlCANT RAINFALL EVENT
IMMEDIATELY. REPLACE BllfiLAP EVERY 60 DAYS. AND MAKE NEEDED REPAIRS IMMEDIATELY.
MAINTENANCE: REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROAVgD UNDERMININGRTHE FENCE DURING CLEANOUT.~ AND TO VExT RNN AND TO WOUT REMOVE THE STRUCTURE AND ANY UNSTABLE SEDIMENT IMMEDIATELY AFTER THE CONSTRUCTION SITE HAS BEEN PERMANENTLY STABILIZED. SMOOTH THE BASIN SITE TO BLEND MATH THE SURROUNDING AREA AND STABWZE.
INSPECT MATTING PERIODICALLY. AFTER RAINFALL EVENTS, CVHMEIERE ARWASHOU~OCCURS~REPAIR THE SLOPERGRADE, REDUCE PRESSURE ON THE fENCE TAKE CARE TO WHERE EROSION IS OBSERVED, APPLY ADDITIONAL MATTING TRADE AND STABILIZE IT
RE-SEED AND REINSTALL MULCH. CONTINUE INSPEC110NS UNTIL VEGETATION tS FlRMLY ESTABLISHED. REMOVE ALL FENCING MATERIALS ANO UNSTABLE SEDDAENT DEPOSITS AND BRINC THE AREA TO GRADE AND STABILIZE AFTER 7HE CONTRIBUTING DRAWAGE AREA HAS BEEN PROPERLY STABIU2ED.
SHEET:
UKAWN U T:
NO. REVISION DATE fill, OWNER: DMT
O CDENR NCDOT k NASH COUNTY 01/19/06 1 REVIEW COMMENTS FROM N a SS'MORGANSHIRE PARTNERS, LLC D o R. 9 DESIGNED BY: A D D D
R. JACKSON SMITH, III D C sEAL DETALS JLK OF: 3
LAND SURVEYING ENGINEERING • PLANNING " - 16813 P.O. BOX 11287, GOLDSBORO, NC 27532 DATE: WORK ORDER: JACKSONS TOWNSHIP 9
P.O. Drawer 1435 • 300 East Walnut Street 919 581-0066 11 28 05 05064 NASH COUNTY, NC rADD DWG:
Goldsboro, N.C. 27533-1435 NEF- SCALE: 1 50 O5O649D =
L.0 919/735-5886 Fax [phone] . .,1

i

1 • FLOODS CHtiP0. N.C. HWY. 97 97
141
/l ppr 1 O : 1 TOTAL SITE AREA = 19.4 AC
~ ! I 1~ ~ DELINEATION PERFORMED BY sa, m
DANIEL J. BLILEY ~ WETLAND AREA
SOILS AND LAND USE CONSULTANT
1 RIPARIAN WETLAND = 0.92 ACRES 614 SOUTH SECOND STREET
~ I. • _ .02 ACRES D NC 27577 LINEAR, WETLAND 0 SMITHFIEL ,
r 1 w WETLAND J OPERTY = 0.94 AC PHONE: [phone] ~ga9 TOTAL WETLANDS ON PR
1 BOUNDARY FIRE ~wER ROAD N
rc
w I• I
• 9y0• ' . 2 N~ z ~ '9,~ NORTH
7 DERL G. A S 8 BS ? 4 W PROPERTY S THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE Z ~ ~ THIS CERTIFIE
DEED BOOK 1984 PAGE 533 BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT AS DETERMINED 6Y THE UNDERSIGNED ON THIS DATE. UNLESS THERE
(RESIDENTIAL) I I I hR wR IS A CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THIS VICINITY SKETCH
• I C1N1q M. FA I I PROP f fi C1N~q M. FqR DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED ON UPON
~ I (ACRIGUT TU I I u (q~RROpEq~ R HfiRS FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THIS cu~~Rq~) DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF ENGINEERS
. I I WETLAND5 DELINEATION MANUAL.
I I NAME:
. \ I .
I gi,ss"r9 • S TITLE:
1 Q •1 F l 9 q~f T, GATE: p
l f
~ 3 o•s? qso R, ~ 1 ~Rff ~i \ ~ u 2~~~ APR ~
N
~ I ~ ~ !1 I +1, 4(~g~ pENR-WATER;~UpL1T'r ~ pNp S?ORMW~?ER 6RA~
r 1R~gAtES~ ~ RrPgR, cn1NC 4
\ ~ 3 579'33'57 W ~ S
201.65• L29 U, ~p SO, ~ ~ L24 fx? A~fS qp O
G I RIPgR ~UOJN t Q S0. G ~ . WETLAND qN c 9? Fl: i •G u ~fR q~'ft
.w I K' ~ 0
ET~gNO ! ~ti'? 5 • ?e 1 I '0,0~~9
g0 I o •I O,g1 qSQ Fr
~ 6 Lzo I. x I ~ ~Ff
N I. LINE TABLE
cP ~19 I ~ ~ 1y o. ~ ~ . rl I 2 . Z O s4o~g~ LINE LENGTH BEARING
~I. rl I N ~ ~Z ~ ~ WETLAND -0 O O %O P~ N G ~ ~gz qcR ~ Li 11.35 S 69'13'03" E
BOUNDARY ~ I ~ ,r ~ ~ Z ~ ~ .I ~ ~ L2 43.73 S 25'31'07" E
Z 1 L3 73.09 S 12'17'20" E L4 58.15 S 24'53'51" E
.~'l L14 ~ 8 L5 44.69 S 25'08'45" E
~1!!f!f' U5 2 C w ~ . WETLAND L12 111 ~n ,~1 y''~ L6 44.56 S 46'14'36" E
(IN~R t18 I w~. ,/j . aa. L7 31.36 S 29'51'01" W
LgNp UO ~ . f L8 72.41 S 08'26'05" E
~ ' . I ~ L9 76.83 S 19'59'06" E r L10 54.18 S 82'55'00" E
' ~ ~ L11 44.30 S 84'56'00" E
I ~ L12 61.13 N 81'39'26" E
~ e ~ ~ oe~4 sb, L13 5.00 S 08'20'34" E
+•8+I r I m° 1.9g A SQ. ..o . ~ q~~ L14 61.71 S 81'39'26" W
0 o RiP'R~Up~E~t I I L15 44.97 N 84'56'00" W Lt6 54.37 N 82'55'00" w
m o N M'IgN ~F I i ~ o A ~ Ff o x A m ~ 58,23 R I L17 26.62 S 35'54'32" W
~ 0 1 9 SQ I .in ~ u m A~Rf L18 47.78 S 18'24'47" E
~ ~ A o` EXaUW t / j ro ~ r R1pgk1 NO I L19 32,66 S 79'55'50" E 9 L20 27.29 S 89'24'04" E
D 2 ~ AN I m o ~ &lgrfR L21 29.49 N 57'20'06" E
~ Z ~ A r W N 1 SANp L22 50.03 S 59'29'07" E
BRjp ~ L23 34.06 S 11'15'21" E
1 ~ Ap P ~ ~ - 0 L24 43.42 S 79'33'57" W
A L25 26.21 N 11'24'55" W L26 28.86 N 62'25'49" W
- L27 37.1E S 48'28'53" W
1 L28 24.93 S 15'42'42" E '
i • • / \ WE1LANo I BouNOARY 1$ L29 47.71 S 79'33 57" W
L30 15.24 S 20'46'37" E L31 13.12 S 53 5'22' E
i I L32 14.55 S 14'49'32" E
i WETLAND ~f I L33 11.72 5 74'2717" E
s +Qo ~ L34 28.86 S 43'31'16" E
531 ~'a i ~ ~ 1.?? q So. Fr / ~ goRef ~ ~ESt 1 ` 4 j L35 84.33 S 06'47'56" E ~Rsss~d ~ L36 28.11 S 00'14'58" E
ag3 A~ ~ L37 29.23 S 20'24'07" E
1 ~ l s Ij ~ . ~Et L38 31.97 S 4734'13" E
w.pn~ . o. Sze ~g O9 s¢ L39 17.16 S 62'05'46" E
1 2? ? q ~ 6) SO F ORff L40 29.85 S 04'39'35" W
r bo ~ R1P "~~~o fir j3 ~ 50 ? ~ L41 38.59 N 83'28'24" w L42 45.32 N 41'36'14" W
' ' I 1 ~ ~'q" ~"1F ~ 1 O IZ 4eO?1 Q~~~~ L43 168.27 N 13'16'56" W
i ~ ~ ~ .O Z ~ 1.11 q~S4. FT ? A p~ FT, • L44 85.43 N 28'26'02" W
1 '0 I ~ • ~ ~ T RIP fxO(Up1H~ ~ r o 2 WETLAND l a 1 -n gR1gN etc L45 126.77 N 08'00'59" W
~1 y sn ~ ~ ~ L46 123.93 N 05'39'22" W L47 211.51 N 14'22'53" W
i yi ' - 1 1 ~1 N • tq~~ L48 4.32 S 83'28'06" E
I 1 1 ~g2 A~ FT + L49 5.99 N 23'41'53" W of f l
~I • 1. 1 1 ~ L50 44.59 N 15'46 01" E L51 13.08 N 67'47'38" W
~ ~ 1 L52 34.15 N 21'19'31" W
~ R1LM! • ' 0 A
~ BOIIDARY 7u
~I~
i ~ 1 6Qg31'~G
I I 1.~A5Q Fi
' I I
I I
I ~ I
I 918Iq' M
5838. ~E 44~ h
S C7
U~ f e Q Q QW N ~p
ti O ~ J
W Q~ O k m m Q
~11/AN W 4l
p£fD PROP G~ObF "IOU 80p fRTy R AN A O
Mqp Bp k 1288 P pff0 pR~ CtOPfR pK 41 AGfB ~ BpOk fRTY
~AGRIOUL PAGE 5 +9 ~ C Mqp B 1288 Pq
'URAI 3 /ee ~k q1 P GE 89 ~ ~ 'r (AGRlOU AGf 9 i n i C S CIliRA 53
T 1~ ~ c~, o 0q~ GRAPHIC SCALE
~i' ~ /o ~ Y F ~ G \ 200
R '~D e0 A~ ~ ~ ~qA m ~ ~yi, 5a o 25 5o ioo AR \
Y! c.~4 J N ~ ~ eoo %fpry~o OQ'~ Q i2 ~4l} ~
~ RF ~ ~ I' s/ pj A ~
~ rl OPti .o T 4 glA A ( ilk CC~C~l ) i 9 N C1" 6 \
~ i inch = 50 (t. . . _ nrnnnn a Anna nn?iti~cv~~inCC nD CAI t-~
PREL1tuIINARY PLA I - NU I MK nttjurcun nuiv, IrVIY YC 1 nlruw vn .+na.~.+.
\ SHEET:
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IJ I , / \ I HEREBY CERTIFY THAT THE _ _ i I I I I / PREUYINARY PLAN OF THE SUBDIVISIDN A! AT THE _ APPROVED ON THE DAY OF THE ROODS CHAPEL N.C. HWY. 97 THE SUBDIVISION AS SHOWN ON 1HE PLAT. PRELIMINARY APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM 97
1 I I ~ 1HE ABOVE DATE OR AS ESTABLISHED UNI AS ESTABLISHED UNDER THE VESTED RIGHTS PROCEDURES, IF APPLICABLE.
I I I ~ \ I I I \ (IN FEET )
I I I 1 I \ \ \ 1 _ 50 PLANNING DIRECTOR I I _ I I ~ I, ~ v Tnch it. DATE 581 io
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° 1 ~ ~ r I t 1 1$T U-SHAPED FILTER B r 1N ~ `e+q~ E(S! (73 >n I 4 I ~ I t ONE B SEE DET. 6~3) / ~I t 11 v ~ ` ~ o DET 1 GR I eNCE(k ~ (~3 ~ i ~ . + , + I , ~ , ~ ~ ~ + t" , ~ w ~ TOTAL AREA WITHIN TRACT = 18.52 ACRESf INCLUDING ROAD RIGHT-OF-WAYS ' °er, s'0R I I ; ` + ' D 'o• + ~ ~ ~ i ~iP I I TOTAL AREA WITHIN RIGHT-OF-WAY N.C.S.R. -
° o 11 I j I 1 OR TOCk ~ , / o I I ~ /3~~G a o o Ifrr / ; ! ! I ~{NAGE I (SffDETgDwgljl ~ a~ t ~ ~~I, /3 ~ , : ~ z I ~ F I N0. 1138 (FIRE TOWER ROAD) - 0.1 B ACREf /3~S~NG I ~ ~ + ~ ~ ~ ~ O ?4 S + ~ ~ ~ ~ ~ I a I i + ~ I + ~ .g~ 0. ~ p• , ~ ~ ~ TOTAL AREA WITHIN RIGHT-OF-WAY SANDBRIDGE ROAD= 1.60 ACRESt
a~~ m f!` ~ r l / r ENT 1 8/J) l t I ~ _ ~ ,a.--- _ I I ~ ~ ~ 1 GuR~ ~ ~~'t I TOTAL AREA WITHIN LOTS = 15.63 ACRESt 1 ~ ~I ekGFlSk ~ C~3 ` ` I TOTAL N -
m p r r r / / I I ~ I ~ ~ ~ - 3+t~S - • • ~ 2 N b Iti/ /I / , / ~ / \ 1 I ~ ~I ti ~ ~ I. ~ , ~ ~ ~ oer I/ oR UN) , ~ ~ ~ 9~ ~a ~ ~ UMBER OF LOTS - 16
/ / I I t _ - m -_-249--- o h ! Re - _ - _"_zq~--____ , ~ ' ~ ~ + ` , a&S~3G ` ` ~ 9 ~ i AVERAGE LOT SIZE - 0.98 ACRESt _ _ ~ i I + + + ~ ~ ~~c~ ~ I THE PROPERTY IS LOCATED IN THE TOISNOT CLASS II WATERSHED.
~ ~ Gr II / ` i /i F 6FT ~Rl`1 `i l I 1 il'•~ 3"1 _ _ - - - m g ! / / r FAY DI J Dffp r r .I I 1 / ~~0.00 ~ - ~ _ e*W _ ld~. ' ' ~ I TAX MAP BLOCK & PARCEL NO.: 7 _ + ~ + + , ~ ~ ~ F ~,o, I 2 6600660453 AND 276600650167 _ _ _ _ _ ti `-Zne " ~ 1 ~ F , \ , ~ ~ ~ 9~, tia , i DEED REFERENCE: BOOK 1071 PAGE 904
~ ~ / l r ~@A BIER ~ IN l I I g¦31 9 \ ~ _ ' ~ _ w y I / / i ` q I'(ACf ~ OfP Il ` / r D ~ L~,{@1.9 B - • ` _ _ \ - - / ROp fk Ai , FT ' / I IVf ~ .285 9 a ~ -1 - ~ ~ - - _ ~i 1~ ` 8 ~ F~, MAP REFERENCE: MAP BOOK 27 PAGE 150
lyl r l / / NDTf Cfl~ J pT l I RS1ON Ton ~~~2a ag ~ - f r~I I / ~ Vf( ap U / xtP I If DI ~ 8 - - a / l Nf r 3 VE! 1~. A ' 1 ~p ' ~ ~ ~ + J __p , ~ , ~ ~ ~2 ZONING DISTRICT: R-40
r~,m / l r / ,(Sff~'RfgD R l / ..?L IDR ~'Rf N~en 1/,~1 / ! r r / Dfr 1ER. ! , / I 1 ~ I8 (pVC'~fR qs., ~ `[~Q p ~ a+uo !rl / r I ~ /f) ` ! J DEEP ~ ~ ~ '29/,_ 248-__ ~ R ~ 1 1~ ~ ~ ~ _ ao i + ~ ~ ~2 ~ ~ + ~ + ~ SETBACK LIMITS: FRONT - 50 FEET
! m l / / r R - fr ~u ! l ! r / DI 1 1. FHB IMDf ~ \ \ ~ + ~ - ~ ~ ~ ~ ~ - 30 FEET
1 ~ I i l / Lh'i~WT ! ~ ~ ~ pV. Y31•T 1 P(ACEYDfAMf1ER a 146,\, 246,,\\ ~ ` SIDE = 15 FEET
! ~ 1 ! 1 r i ~ ` ` n 1 ARGON fkGfLAi ` J 10 FT _ ~ ~ - 1 1 I ! / 7 1 t ~ \ 1 1 , (f FOR FT. ~ _ ~ -r - _ _ _ -2a7 - - I t 1 1 I ~ ~ ~ v \ I . t ~QET; ~1 E'ER _ ,?sue 'r"::`_,- _ ~'0~ro ~ =r,.~~~ ~ STREET SIDE = 25 FEET J~\ ~ \
I 1 t 1 1 1DREq~fQ ~ 1 PRCP ~ 1 ~ 1 ~ 1/1) ~jn~ ~24q., ~ _ 10' '246------ _ I 11 II II 11 1'F~ ~ 'I / ' ~ l.F~ 4 _Wj - ~ ?4S, _ - - - - _ ` , y, I ~ c NT SIGNAGE: MAXIMUM SIGN FACE AREA = 32 SQ. FT.
Ara J B D I - - 1 o r '2a , ~ - _ lo• _ - - _ _ _ ~I I I II II It POR@A~f~R FT ~EfP II l ` ~ RAP I Q$~ ~A(~ 1 ~`S z9'--- ~ _ - + n5'' ` AGE EASEME ~ MAXIMUM HEIGHT = 6 FEET 24s\ ~,2 ~ ~ ~20 DRAIN ~ ~ ~ PLA
f~III 1 I 1 I AR~ACEEDfPTN'10RT I I i _I1a14~,4'R~r` ~Q°E EAS~ ~?9a. N ' _ - _ _ - \ ~ \ \ CEMENT MINIMUM OF 10 FEET FROM PROPERTY LINE - y R ~ ~ ONE SIGN PER ROAD FRONTAGE
~ m N I I 1 AND (fxCEL$l~ J FT' I ~ ~ ~?ASS 9 ` NT ' ~ ~ - - - _ ' - I I , I ~i U I 8 ~ , ~~4?, _ - 2a ~ L! - - ,Q. ro So• ~ ~ ~ ~ ~ \ NOTES:
~ I I 1 t (Sff ~'RfgDNER' I h" . l i ~ ~ ~ ?a3-' - _ ~ - - _ _ _ IO ~ ~ - M 1 1 I qp~~I I 1 ,oer. ER/ I I I , 1 1 _ ~ _ ~ a I I s Ih I OR ~ _ - _ ~p~~ _ - - - - - , ~ ~ ~ ~ 1. SOILS INFORMATION ARE PROVIDED BY DANIEL J. BALEY.
21 M 1 1 3,14?"~fll 1 t } )I I ~ \.1 R1PR P ARC ~ ~--241------ 10.p7~ ~---24 _ 2 ~ - ` ~0' - - a° I}I 11 I 1.?yq $Q ~ 11 t 1 i II ~s (Sf fFTO~~'A ¢ I ~ Z S Fl ?---D _ ^'!v 4 _ CR 1 ~ ~1'. E' T B~ Qg Q _ - - - ~ --24s-_____ o ~Y + ` ~ I 2. THE PROPERTY BOUNDARY SHOWN SAS _ _ - ~ ~ ~ ~ I I RECORDED ON MAP BOOK 41 PAGE 53
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m I I I ~ I t I 1 I I ~ \ . t n 1 1 j ---zao--_ ~ _ R I I ~ a ~ I I I - 6 ti - - r0 ~'C + \ COU Y REGISTER OF DEEDS. ''244-__ ,2v 40 ~ JO \ ~ I , 4, ,s~ ~ \ ~ o ~ I 3. ALL ADDRESSES ARE: BAILEY, NC 27807
~ I 1 1 t 1 I. I 1 ~ 1 ~ N 240 _ _ 1U' ~ ~ - - JA~Etr. ~ I I 4. INSPECT ALL SEDIMENT AND EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RAINFALL
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v 1 I I OEE PR A. GI011 1 1 t 11} 111114 • ` ~ ~ ~i r v 1 ti I D @DOk OAfRTY fR 1 1 I t ~In 1111 ~.A ! ~ 10~ ~ a o ~ VARIES p - -z'~9- s m m° o
~ } 1 ~ ~ M,4P @0 1?@8 A "?36_ \ t t 1111 1`1\I ~ \ UIIgN 1 ~ 1 1 I I Ok 4 AGE ~ 1 I 111 1 111} ` ` ~ ' 6. ~ ~ pE pR A Cl0 epes~~ \ ~ . - " , ,tai--
1 ~ 1 ~ I I (AG 1 p 6q 1 I } 111 } } ~ ~ ~ ~ ~ ~ EO OA l~ ~.J v ~ v I I RICUIT AGf S 8 vI V 1 ~ 111yU~ ~ ~ ~ ~ ~ V ~ @GO1C ERTI, R TRIAN ~ _ - ~
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, v , I 1 , I , 11,;,1,11 . , , ~ ~ F~ R~ GRlGU qGE 9 v 4 I } 11N 1 1} CTU S3 ~ CLASS A RIPRAP
1 I ~xi ' I) I 11 ? ~1 1 1V111VI~ A~ ~ ~ ~ ~ Rq~ O O ~ 1 V I V 1~,1A11 ~ ~ ~ l 1 \ 11 1 ~ 4 V I I V 1 11 111 ~ i _ GEOTEXTILE FABRIC
\ ~ } I I 1 1 ~ } 1 111 t~111 ~ I I I I 4 ~ 1 1 X1111 IUI, ~ 1 1 I I ~ ~ /Q ~ \ ~ CROSS SECTION
V 1 1 I I I I 1 1 111A4111V11 ~ 0 1 11 , 1 I II ~11 1 `1 1111; 11~~y ; , 4 ~ qp ~ I L
V 4 I ~ 4 1 1 1 \ 1111A ~ ~ ~ I I o I z3~-- _ r~` ~ 1 ,11111„I , , . , ~ 1 1 111 , ~ 0 L ~ , ~9I!<
I 1 I I I I - _ 1 1 V11:11 \VA. ~ J6 ~ . 4 I I I 1 A 111\ 1A1 ~V ` ~ ~ 1 \ I 1 I 1 1 11 ~ ~ ~ J \ (v ~ LEVEL SPREADERS AND FOREBAY SHALL BE CONSTRUCTED OUTSIDE OF THE 50 FT. RIPARIAN BUFFER.
I I I I I I I \ 1 1 1 11U1V 141 1 ~~~~~~~~1 ~A\ ~ I I I ' I I I ~~I 1 1 1 1 111v;1 \h \ ~,`~t~. I I I I I I 1 1 1 1 1V11. 1A - 1 ~
I I I 1 I I 1 1 A} V 1 4 v I I I I I I _ I 1 1 11~.}~4q1 A ~ 1 ~ JN L 1 ER
I I I 13g, I / ~ 1 11 11v X1111v 4 1 1 ~ ~ ` ~ L ~ (NOT TO SCALE)
1 _I ~ .
NU. REVISION DATE
1 REVIEW COMMENTS FROM NCDENR, NCDOT do NASH COUNTY 01/19/06 ~~~01 ; gRp~i 01 /~~,11L1LL~~p* DRAWN BY. SHEET:
p~ ESSro'b.i : XL. M. R. KORNEGAV WC "Z 2 RENEW COMMENTS FROM NCDENR LETTER DATED 02/17/06 03/31/06 9 O DMT
- MORGANSHIRE PARTNERS, LLC LAND SURVEYING ENGINEERING • PLANNING SEAL Q DESIGNED BY: o 0 0 CONTROL D o D JLK
R. JACKSON SMITH, III P.O. Drawer 1435 • 300 East Walnut Street 16813 z P.O. BOX 11287, GOLDSBORO, NC 27532 OF: 3
Goldsboro, N.C. 27533-1435 919 581-0066 DATE: JAC 05 KSONS TOWNSHIP WORK ORDER: 11/2 050649
919/735-5886 Fax [phone] ~JI Y LY'o SCALE: NASH COUNTY, NC CADD DWG:
Af ~hifiii~ 1" =850' 050649

_ _
I_._.____._
i ~G
~ N.C. HWY. 97 97
L41
r I TOTAL SITE AREA = 19.4. AC
I ~ ( DELINEATION PERFORMED BY .
I ~ J9 ~ DANIEL J. BLILEY WETLAND AREA ONSULTANT
SOILS AND LAND USE C
= 0.92 ACRES SOUTH SECOND STREET RIPARIAN WETLAND 614
1 - 7577 INEAR. WETLAND - 0.02 ACRES SMITHFIELD, NC 2 L
1• ~ 1 IhEnAND 1 = 94 AC PHONE: [phone] gag TOTAL WETLANDS ON PROPERTY 0. FIRE TONER RDAD N
BDUNDARY ~ q
o } rc
w I f 9> , 3 x 'a~, NORTH
a 0. 2 N~ ~ ~9
i DERL G. BASS 824"W THIS CERTIFIES THAT THIS COPY Of THIS PLAT ACCURATELY DEPICTS THE i - ~ CTION 404 OF THE CLEAN WATER
PROPERTY 'r ~ DEED BODK 1964 PAGE 533 ~ ~ BOUNDARY OF 1NE JURISDICTION OF SE SS THERE ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLE
(RESIDENTIAL) I I~ I I NRC1Nrq IS A CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THIS VICINITY SKETCH ~RC~N~q M. F DETERMINATION OF SECTION 404 Jl1RISDICTION MAY BE RELIED ON UPON
~ ~ I PRA gRME PRa' fR MFR NFiR FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THIS
• I (gCR10UfRTy i ~ I ITURq I N ~ . (acRrcu~rur s DETERMINATION WAS MADE U11LI21NG THE 1987 CORPS OF ENGINEERS Ra~~ WETLAND5 DELINEATION MANUAL.
~ I
I NAME:
I
I ~ 5r,s5~ 2 TITLE:---------- -
r.rg qS4. Fr ( : eft DATE: ~
~ 1 ~
I ( a9))SQ 0
i ti 3 sq~t \ ~
N ~p~~ ~I _ ~ ~ (J 1 4j.46q'~9 APR 4
i ~ Q8 SQ • r 5 Aqt' Fi; ~ ~ ~ R,p "'quo, 4 2006
OENfi - WAl`ER QUALITY
579'33'57"W Qi'~0 ~ FR Jr 201.65' L29 q~Ffi ~ANIkSANp StpRtig41'A1~R 9WiNCH
L24 4t) On~ ~ 1 RiPgRk~UD1N ~ Rg2 SQ.
~ U ~ .WETLAND qN 9U~f aCrpff w 1 R
w~~N c ti~• 50 0
~ ~ 1 s ~ 150 10 •1 _ B o~~ os2 q~. ~
1 ~ 1~ ~e~
Lzo x 1 v LINE TABLE
~ 1 i a 1? O. O •ol y Z ioD~~9 LINE LENGTH BEARING
~1.~ 1 N ~ rz~`~ °7 92 q~Q FT Lt 11.35 S 69'13'03" E RE f L2 43.73 S 25'31'07" E
WEnAND -0 ~ O O A u~ N ~ BOUNDARY ?0 1 ~ Z ~ ~ ~a L3 73.09 S 12'17'20" E
L4 58.15 S 24'53'51" E
z N 1 8 L5 44.69 S 25'08'45" E
L14 ~ G r L15 f 2 -rt Wr?1L2 ~ , wEnANo ywm L6 44.56 S 46'14'36" E a~. U 31.36 S 29'51'01" w
L Lii ~ Tn ~'1 [lN~R Lrs • L8 72.41 S 08'26'05" E
W~ ~.y • ENO ro ~ I L9 76.83 S 19'59'06" E
~ ~ I I L10 54.18 S 82'55'00" E
. I / 44.30 S 84'56'00" E L11
'I ~ I I L12 61.13 N 81'39'26" E
~zt2~ L13 5.00 S 08'20'34" E QyIASG• Fj :~qft L14 61.71 S 81'39'26" W
9, ~ p 1.gS4j Sp ~ L15 44.97 N 84'56'00" W
o Rlp ~LUp~~t I I Lt6 54.37 N 82'55'00" W
a m o w gRIgN BUF ~ ~ / o ~ ' L17 26.62 S 35'54'32" W
''xAm m 5613 R I m ~ 0 1 9 SO ~ .N \ L18 47.78 S 18'24'47" E L19 32.66 S 79'55'50" E
9 L20 27.29 S 89'24'04" E
U ro ~ o` RrPgR1~UDrNG / I \ n 2 a qN BU ~ ~ ~ r. FR L21 29.49 N 5720'06" E
Z ~ ~ A ~ SAlyp L22 50.03 S 59'29'07" E L23 34.06 S 1 5'21" E
w N 1 eRl ~ : 6 L24 43.42 S 79'33'57" W
I 1 i AD p L25 26.21 N 1'24'55 W
\ ~ 28.86 62'25'49" W _ L26 N
L27 37.10 S 48'28'53" W L28 24.93 S 15'42'42" E
L29 47.71 S 79'33'57" W
i ~ • 11E,1J11O L30 15.24 S 20'46'37" E
' 801RgARY js L31 13.12 S 53'15'22" E
I L32 14.55 S 14'49'32" E L33 11.72 S 74'27'17" E
wErLANO 1 a . 40 ~ L34 28.86 S 43'31'16" E
j qp~~ o n S0. L35 84.33 S 06'47'56" E
5~ 14~ gy ACR R, 1.~ q So pr / 1 ~ 1¢ +o ~9 L36 28.11 S 00'14'58" E
i IFS f r o.s~ sQ ~ 37 29.23 S 20'24'07" E a L
l ~s ~ L38 31.97 S 47'3413 E L39 17.16 S 62'05'46" E
i r 40 ~ ~ . .on L40 29.85 S 04'39'35" w
)zs ~a ° g2 ~ . ' 1. ~ q L41 38.59 N 83'28'24" W
> 1 1 y 'u$uyu~c L42 45.32 N 41'36'14" W
i ~ . 5D ? 4D ~ L43 168.27 N 13'16'56" W l? L44 85.43 N 28'2802" W
i ~ •O ~ .irq~Fr A~. L45 126.77 N 08'00'59" W
L46 123.93 N 05'39'22" W
v o y WETLAND ~ 1 rJ qN BU ~1 z m ~ ~ L47 211.51 N 14'22'53" W
z~ 1 ~ 1 1 ~ 1• N L48 4.32 S 83'28'06" E °p0as~ L49 5.99 N 23'41'53" W
I ~ ~ 1. 1 1 092 ASR Fr 1 00 L50 44.59 N 15'46'01" E ft 1 w
~1 ~ 1 1 1 ~ L51 13.08 N 67'47'38" W
l . L52 34.15 N 21'19'31" W
0
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wr:nAND BOUNDARY N /h'
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56328' ~F p
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~gGRI K 4r PAG ~ 649 ~ C NAP 8O K 12e6 P
CUr1URq f 53 S ~qG ~ 47 P qGf 649 i L) R! qC F~ •r4 CUtTU e g3
I g'V Tp Rqr) ~ GRAPHIC SCALE
0 R o ~ ~ 200 G,~ 50 0 2s so
r Feo ~ Ro ~ a A~ o / q oq \
\ ~o ~ ~ e ~ FRr (o 4 MFR ~c a~r,.o~ \
0 F ~ • r 4, A
% ~ s > 9 SALES." ~ s ~ . 5o cr. VEYANCES OR ~ g~ ~ mch , ~crl uiltieav P~ AT -NOT FOR RECORDATION, CON
~ n / J Yn
Vf(. J ~f ~ / 1 1\4LIlOlr ~rw• r .
SHEET:
DRAWN BY.
I DIET
NO. REVISION DATE cc e SIGNED BY: D D D F; I A O DE 0
; p,, G~srERF~,~ti: A WETLAND D B. R, Q y o JLK WORK ORDER:
4' - a;7+ SEAL LAND SURVEYING - ENGINEERING - PLANNING - p
e D D 3 D P.O. Drawer 1435 300 East Walnut Street L-375 IM ° o DATE: JACKSONS TOWNSHIP 050649 D 03/16/05 NASH COUNTY, NC CADD DWG: ~
Goldsboro N.C. 27533-1435 SCALE: 050649 !NET in = 50' 95
919/735-5886 Fox 919/580-9053 L . Y,' ~

1 ' GRAPHIC SCALE I i '
I I li I i ~ , so 0 2s so too 2ao FLDDDS
J I I ; I HEREBY CERTIFY THAT THE I J I II \ PREUAIINARY PLAN OF 1HE SUBDINSION THAT THE APPROVED ON THE DAY OF THE CHAPEL N.C. HWY. 97 OF THE SUBDINSION AS SHOWN ON THE PLAT. PREUAIINARY APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FRON 97
I I ~ ~ THE A80VE DATE OR AS ESTAB?1SHED U ~I i I ~ ~ A Et AS ESTAB?1SHED UNDER THE VESTED RIGHTS PRDCEDURES,IF APPIJCABLE.
I I \ \ I i i IN FEET
i I \ ~ ~ PIANNING DIRECTOR DATE ~t N
I ~ I~ , • , , ~ ~ 1 I~ v 1 inch = 50 ft. \ I. I , ~ ~ I~ li~ ~ ~ v
I I I I i 1 1 v v ~ I~ .i 11 ~ 1 I I I I I ,N
I i I I 11 ~1 1 1 1 1 i t I I w A I I I I o 11 1 ~ 1 1 1, ~ ~ 1 1 1 1 A I I I I ~ 1 1 N I. II p ~ 1 1 `1 1 1 ~J~
1 I 1 1 I I I 1 . I I l I I, m 1 1 r \ I 1 I l i I 1 1 1 1 I / ' SITE
I I I I I I I i~~ 1 I I ~ 1 1 l I I I ~ I 1 I 1 I II I II 1 I I I 11 Ili II 11 N 1 1\ II 1 1 II 1'I ~~I Al ~ 19M9 ~ TDMER ROAD N
i I I I I ~ 11 11 I 1 II ~ I N a II ~ N 11 11 I 11 1A 1 '9~ I I I I I ~ ~ I I ~ 11 I I ~ 1 ~ 1 ~ I 1 1 1 1 ~ ~ 4 ~ o
I I 1 II II II II I I I t ~ 1 I N II II II ~ 1 11 ~ 1 I I 1 1 11 11 \ ~I I I I I 1 I, ~ 2 1 I I, I 1 a
OERL G. BASS I I I I I I N ~ I I I 1 1 I I I I I I 1 A I 1 I 1 1 A 1 1 1l I 11 1 1 1 I PROPERTY i I I I I I I I 1 I I 1 I 1 1 ~ 11 1 III ~ 11 I I \ \ S ~ d M 'a,~ NORTH
DEED BOOK 1984 PAGE 533 ~ I I I I I 11 N >1 I II I I 1 1 i 1 11 11 1 1 1 I I o (RESIDENTIAL) I I I I~ I~ ~ I N ~ I,I I 1 I 1 1 l 1 1 I 1 1 ~ I 1 N 1, i
I I I 1 I T o. o I I 1 I I j I ~ I ~ 1 1 I I I ~ 1 1 1 1 1 1 1 ~ V Pf I I i I I I I 1 ~ 1 1 I I ~ 1 1 1 1 1 1 1 I ~ DES
I I I I I I ~ I J~ 1 \ I I I t 1 11 I I 1 ` ' I V A TRIgN VIRG I I 1 i ~ I I I I~ 1 V I I 1 1 1 1 1/ 1 1 A 1 t I I ~ \ cQ E rNlq M VIRGllyrq M.
1 I I I I I I ~ ~ 1 1 1 1 1 1 I I/ I 1 , ~ ' I I , \ 2 QUES P~ f I I I I I rv I ~ ~ I I I I ~ A 1 I ~ 1 1 , , V Q t7 ~ TRIq Rppl I I I I I I I ,V ~ I i l l l l ` 11 II 11 I 11 ' I li ip• ~ Rq~NA~~. ~fAS (gcRr~~t PR FgRMfR VICINITY SKETCH (gGRI~~~ RTY HErRS
y ~ ~ ~ EA eN ~ I ~ I ~ I ' I, ; A I I i I I , , I r 1 `sir 1 i I I ~ T ~ SE \ T I I I I I I 1 , 1 / I ~ n , I I I , ~ M~N 'ervr ~RqL) APR 4 - 200 6
I ; 1 ; I I' i• N ~ I ~ ' I I 1 I i I N 1 I I I , 4 1p• , ~ A T I I I , I I ~ I ~ I ~ I I II I I 1 1 11 I/ ~ 1 I I I I ; ' , 1 1 ~ \ . \
I I I I I rv I / ~.I I I 1 1 1 I I r r~ 1 I I I I 1 N I 4 \ / I I I I I I I I I 1 I 1 I I 1 ~ 1 I V ' I I I I I I ~-O I iT 1 1~ ~ A / I I I 1 I ~ I I / 1 I 1 I 1 N ro ro I I i I I I I I 1 ~ DENR • WATER QUALITY \ LEVEL SP7 F T ONG ~Tl~$ANn STORMWAT~ BR{WCf {
/ / I , I I I I I / I I 1 I 1 I ~ ~ I U I I I I I I 3 1 O i i 1 1 1~ J ~ \
/ / / / / / ( I/ l i ~ ~ i I 7 1 I I I I I J.6$-"~4 ~J I I 1 1 1 l , I I l I j I I , i I I! I I I 1,1 ~ F ~ / / / I I I I 1 ~ I/ h1 , I' 1 1 ~np' 'I I I I I I I I I I I I I 9 qCR T, ~ r~ I I II I 1 \ 18" DEEP LEGEND I ~ ~ 3 fT. VWDE ~ ~ \ \ FORBAY DIAMTER - 20 Fr. EXISTING PROPOSED
I ~ 1 I I I I I F 2 I I I I I I I 1 ~ / I ~ I I 1 I I I I I I I I f N I 10' I I I I I 1 1 1 1 I/ I I ~ I 1 a I 1 I I I I! I I I I I I I D N I ~ I I , I 1 I I I I I 1 I / I I 'I ~ 2. ~ I I I 10' I I 1 ~ I I 1 1 1 I I 1 \ \ FORBAY DEPTH = 3 FT. I I \ PLACE EXCELSIOR LINER PROPOSED TEMPORARY CONTOUR - - -100 - - -
\ I I I I 1\ I I I ~ P 7y I I 1 I I II I I I 1 1 ~ 4p•o~~ 10' I I I I I I 1 1 1 ~ 1', ~ I l 1 1 t i 1 1 I I I I I ~ 1 p 92 S0. ~ I! I I I I I I I I I \ AROUND LEVEL sPREADER. SEDIMENT TRAP , , _ , I I ~ ~ ~I SEE DET. 1 1 CONSTRUCTION LIMITS - • - ~J ~ \ (
I 1 I ~ ~I I 1 I _ I I I I I I I I I I I ~ ~ gCRf~ I ~ I I I I I p I ~~I I ~I I I a I ~ i I I qp~ ~I I II I 101 I ~ I ~ I o~ , , I I I i i i I \ \ V'\~ ` LENGTH = 50 FT. ~ ~ ~ ' \ \ \ ~ \ WIDTH = 25 FT. GRAVEL RIP RAP FILTER BASIN
I I II I i A I ~ I II I I I I +t,46"'~d It i 1 I I I 11 1 p I 1 I I I ! I I n d~ I I I 1~ ! i I I O.g S SQ' 1 1 1 N I w I I I ~ l~ 1 ~l 1 I I I ~ I I I I \ ~ \ \ \ k i I i , i \ \ ~ \ DEPTH = 2.5 FT. ~
rJ I ~ N v I~ 1 1 S A FT, r O I I I ~ I I I ~ I I I IIyC CRfs l I I I I I I ~ 2 S!t ~ 2' I I I I I ~ i ~ i ~ ~N a I I i~~ I~, ~ II RrPgRrANOrNGt 1 j j1 o I ~ j i i 4 I ~ ~~TNCf n II I I I I i \ ~ ~ \ WOODS LINE • • - i ~ ~ ~ WE'R WIDTH 8.0 FT. i I i
j I I ~ ~ a I ~ BU I 11 I I I I A N I I I iI I I I n~ ~ 1 1 1 I I 31 Sg ~ ~fR I l r l ~ I I I I I i I i iD, i I i ! ~ ~ (SEE DET 15/3) ~ EXCELSIOR LINED SWALE I i ~ I ~ i I ~ \ ~ ~ ~I
I 1 1' I I 1 0 i / D I I I 257- ~ ~ I ~ I I I 1 I I I / I ~ I I 0. )2 S0. FT ~ I 1! I, i I I I 5 1 ~ ~ I I 1 , I I I I I j I i p ~ I, 1 1 fkgCRf 1 I I'~/l y l i I i i ~ ~ iq~~ I I I i i ~ ~ , ~ ~ , , ~ I FLARED END SECTION Q i I• I i ~ I ~ ~ ~ ~ ` o~ v I ~ ~ i ' ` ~ ` I~RSj SEDIMENT TRAP
I I i I I ' i I ; ~ ~ ~ I ~ 1 I l~ d i RiPgRrq UaN ~ 1 I i G't I I i I I - ~ I I to, p~j~ ~ I ti I I I I I I ~ N .I • N I I I ~ ~ o I I I I 1 , I , a .l I l~ I' , ~ BUS 1 I j ~ I j I I 1 I I os2 SQ, pT ~ I I ~ D I i i1 ~ II ~ ~ 11 ~ ~ DrTCH ti,
I I I I ! I ; , I I ~ o~•, 1 1 I 'I fR 1 I I m I I I I ~ 11 I ~ q~ff 1~ I I I / I ~ 1 ~ 50 I ~ I I D I I I I_ ~ I I ~ vv , I , vv v I iD•~ I I v ~ DRAINAGE FLOW DIRECTION ~ ~ ~ 1 I'~
I~ j I j I ~ I ~I I ~ ~ I~ 'I? I ~ 11 1 1 I IVI I I I I '-----I y \ I ~ I y ~ I 1 I 1 ! /B4,g4 '-w I I ~ QI ~ I~ I 111 ~ I i I I I~ 1 I I _ A,, 1 I i y ~ I 1p, ~ ~ N , v . v ~ ~ ~ ,y; U-SHAPED FILTER BASIN t \ ~ I ` ~ ~ N ~ 1 l: ~ N i ,`l
I ~I I I 119 )SQ , Ot 5 1 V I I I ~'1 I I I /m I I~ I I I I ~ _ I I y~ ~ I 1 I I ~ II INS ACRE Fj I 11 ~ ~ I ~ I ~ ~ 2'~- I II I I / rev I I~ I I I ~ - _ , ~t. 11 1 ~ I ~ v ~ ,,qqp~~~~~ , ti i ~ P I ~ v ~ I ~ i RIP RAP APRON
I ~ l m f , r RfAgR1gU01NG ~I ;p 1' ~ I 11 ~ b II I ~ ~ QJ 745 II I I-1~~ I I I ~ I I I I _ _ _ - : ~ ~ 1 ~ 1~ /*1 I I, s r I II INBUF~ vl~ ~ ~ 1' ~ I ~I ~ I I I I t i i rv r i , _ I N i ~ - Qg2 ASQ. pT, ~ ? ' `~'ti ::i' ~ I I SILT FENCE
I I I r R 7~ N 0~ 1 -n`~ N l ~ f - I D N i I r r I ~~2~ O 1 I I I ~ 'Y1 I ? N ~ I I 1 N 1 1 A tN ~ N I~, N N ~ ~ ~ ~v ` ` ; ~ I ~ ~I UTILITY POLE ~
I I I , I 9S I Z I~ ~I 1~ I a a l l 1 ~ _ I Rl I I I I ~ I / I LJj 0, Pr I ~ ~ ~,I ~ I I ~ ~ I ~ i " I 1 ~ ` ` ~ ~ I ~ ~ ~ I I I ~ _ I r oaf ~ I ~ ~ v j , l I ~ 'o ~ ~ 2 r ~ v `v `v 4n ~ I i I i ~ ~ ~ ~ 1 2, I v v v v I~ ~ ~ I I I I ~ r GUY WIRE I ~ ~ Icy ~ I ~ ~ v : Q ~ , ~ I ! ~ i I ~
I I~ l I R1PfXaU01 t I I N~ ~ y 11 ~ I (F 1 I I 11 1 1 259-~ - ~ 765"_. ~ Z I I i , ~ / ARIq NG I I~ I_ t ~ I 1 a i JO?£l I , I 1 1 ~ _ _ y, I 2 I ~ ~ ~ ~ I \ +o,ol~fl \ ~ W I ~ I ~ - = - I r ~ ELECTRIC LINE - - - e - - - E - - - e - y, i I ~ ~ ~ ~ i ~ ~ O,g2@ SQ, tav ~ o. I ~ ~ it
~ I I I ~ i I ~ N BUFF I II ~1 I' I I 1 N I j II ig•~' (~fgOfR 1 1 ~ 11 11 ~ ' - - I , D P I 1 N' R I I~ ~ I~ I N I. I J DFEp O ~ t I 1 ~ ~ ~Ifp , - I i ~ ~ : ~ ~ i q~F~ v • ~ v~ ` ' q ~ II I~ t I I ~ ~ - ~ FIBER TELEPHONE LINE - - - r - - - r -
I I ~ ~ ti . II > ti I I ~ I . 1 1 I ~ I ~ I i F Fl Mtp 1 , ~ ~ ~ ' - ~'~Y ~ It ~ ~ y N I I I 11 i. I I °Req f 1 s Sr ~ i ~ ~ I ~ ~ , Q ` ~ ~ ~ ~ FIBER OPTIC LINE - r T
I i I a I 1 ~ ~ I ~ ~1 FpRB ~ DI 1 ~ ~ , ~ ~ / , n I N I 1 I I 1 Dplllyl N I p(q Ay~pf>FR I 1 Pf~ ~ i i I ~ I j ~ I 2 I ~ fq~~v~ ~ i qR~k fk~f(TN a 3 1p Fl 1 11 11 - - ~ i
~ lI ' ~.d rn i I I II 1 I r ~ I T I I (Sff Df (f~~OR UN fi, 1 ~ - -253 _ 54 , I I I I I I v v ~ ~ ~ ~ ~ ~ 2 ~ ~ v ili ~ I I \ ~ ~ ~ 'N ~ ~ ~
r I ~ Jul I I II I II I I I ~ ~ i I I 1 T 1/1) ~RfADfR 11 ~ ~1 11 ~ ~ i I v v ~ ~ y~ ~ v l i , 1 I ~ ~ v t ~ . AMP ` ` ` ` v I!
~ I I I I I I I 1 1 1 ~ I 1 I MITI I I II 1 I ~ II ~ I I I I r II I I li''1 11 I - -----253-"- ~ i i ~ ~ ~ ~ ~ ~ (.gF ~ ARy ~ ~ ~ QG v t vv i I
1 ~ I I 1 I I I ~ ~ I i I i~ I 1p11CN _ i tai mR9 I 1 I I I I~ / I I~ t 1 R~~ - ~?S, II / I ~ ZI j I 1 I I I I~ ! I. I r I. ~ DNE I i 1 ~ ~ A ar 1 . V ~ \ ET, ?/3)~RSVp~Y DI ` A A ~ ~ ~ ~ ~ u ~ , ~ • I Tqy ~ ~ v ~
yl 1 I I I 1 II I C I I' 1 - _ ? 1 I II ~ W I i N 11 I N ~ o. I ~ 1~ - - ~ I~ 7~ ~ a I I~ ~ ~ A> > 1 ~ 1 \ v ~ ~ l I ~~T~ _ ~ I~ ~ I ( ~ ~ V A ~ V A N I YL~.4.Jil.7.LLiL
I I 1 ~i .Y I ~ I ~ I ~ I 1 ~ P ~ ~ ~ 1 I ~ ~ Sq,Op ~ - `CURL . " 1 ~ 1 ~ A.~ A A A A V A a r~ - ' fkR~Fkr ~ I I ~ ~ ~ ~ ~ v ~ v F ~ ~ w ~ TOTAL AREA WITHIN TRACT - 18.52 ACRESt INCLUDING ROAD RIGHT-OF-WAYS
o ~ r ~ N I 1 r KfyS I _ APED FILIER BASIN ~ ~ ~ 'q1~?3T I ~ - ,B+qp w _ _ - DETFtSrOR X73) D cF~srG ~~3); ~ i I v ~ ~ lo' r0. ~ ~ ~ ` ~~AA~~w~v ~ ~iP i ~ TOTAL AREA WITHIN RIGHT-OF-WAY N.C.S.R. NO. 1138 FIRE TOWER ROAD = 0.18 ACREt f7 r/ R Z~ ~ I ~ ~ ~ . ~ ~ ~ ~ 42,12"'4 v ~ F v v I ~ (
m I ~ I 1 I tpN f U ~ SEE DEL 6/3) I •1 1 ~ ~ _ ~ - - I/3 ~ ° ~ I rl ~ , ! 1 DR,~N I f~ K Nfi p i I~~ i o I 1 ~ ~ ~ 3 ?-~5,3 G I` , I ~ ~ r og~4 so, ~ cp ~ I TOTAL AREA WITHIN RIGHT-OF-WAY SANDBRIDGE ROAD- 1.60 ACRESt _ - ' I ` \ ; ~ cU A~E:~ ` ti r TOTAL AREA WITHIN LOTS - 15.63 ACRESt
1`~ ~ a o I ~ / I / r I (A~ ,~,ll f OFT wA(( , I I ?+~i 1, ~ d o ~ I r l ! I fq'tW is/3 / t ~ 1 ~ a--- ~ ~ ` 'FN e~Ex~ (.r ~'v v, vv ~P ` ~ vv ` I TOTAL NUMBER OF LOTS = 16
o ~ A m J,! / I l i I fNi 1 ) r. y I ~ ~ - ~ - _ 3*~ a - - - ' • ~ m r T I I ~ z w ~ ,~I 11 , l (f ~ ~ I 1 ~ ~ ~ - a9- ~ " o IIi,I I , I , 2 Rfgpf / I I j .r••T I ---y - - - v I f ~ ~ ~ 1 DET S1DR v ~ ~ v ~i v 1~ ~ v \ ! I ~ , ; I r/a & ~rN1NC \ \ . ti \ ~ AVERAGE LOT SIZE = 0.98 ACRESt
_-249---- - ~ ~ ~ 1 S/3 ` 9 ~ ~ A i J v ~ , ~~v `v~ v I THE PROPERTY IS LOCATED IN THE TOISNOT CLASS II WATERSHED.
y ~z ,l,l , i i F BFl(Rp `i I I 1 1 .~'I•' •3'13'1 m o I , r I ~ F q y Ot 3 F Offp I I .I I • t 10.00 _ ~ ~ ~ ~ ~ mss, ~ ~aa A , TAX MAP, BLOCK & PARCEL NO.: 276600660453 AND 276600650167 ti I ~ ~ ~ ~ ~ , ~ , ~~-~zae= I f _ _ _ , `v , ~ v ~ ~ do ~ v i DEED REFERENCE: BOOK 1071 PAGE 904
~ ~ r I ~ / p(~qY OfP R a ~ ~pf l / I I I 0~ l~~t.9999 ~ - , _ - ~ _ _ _ - ~ I: I ~ v v 9 ~ `vo v , MAP REFERENCE: MAP BOOK 27 PAGE 150
w ~ ~I r I / gRpU Efk TN a 1 I l I ~R57 ~ a~og85 ~ _ ~ _ -149---- ~ r / , ND (f Cf(~~ 3 pl I ~ i (f oN DI 1 -z48 ~ Ilzr ! / /I i i SP UNfR , r 1x ~ ip~( SP _ ~ Alyp~ ~ ~ ~I ~ ~ vv ` ~ ~-y ZONING DISTRICT: R-40
I pm , / I T (Sff O Rf 10~ I ~ I 1 18. Fj ! RfgOfR X245 \ - ~ _ _ _ . ~ . , R~Q/±~ ~ a~49 arm, ~ 1 I ~ fi, 1 • r l ~ ~ D ONC I3 ~ '7a~, '24&--_-~,, "C R a ~ ~ v v ` ° v vv v SETBACK LIMITS: FRONT = 50 FEET ~ i • ~ v v v~u ~ v v ` v
I r I / /1 1 3 ffP _ ~ ~ _ - I ~ / , , ~ l ~ I FQQ "mot ~ ~ . - - _ ~ - ~ ~ ~ ~ ~ % `v v ~ REAR = 30 FEET ~ 2R~ ;R~ ~v v1--' v ~`v SIDE = 15 FEET
u B r A~i , I i ~RS1 ~ ~ .'1.10 6q Y agMf -7q , --246-.. _ ' ~ . STREET SID 25 FEET
r n I / I ~ ~ ~~aT41 r 1 t NV• 23 q(gCf f0fP~~R a 1 ~ 6 ' ~ r 2 l I I I / ~ 1 ~ \ ~ 1 ~1 a, ROUND ~~(S7pR J Fl FT, , `~...7q _ , - 247 - - `f ~ 1 T ~ \ ~ \
ml 1 1 I r ~ ,ry 1 1 ~ I ~D 6£( UN ~ - ~ 6, I I 1 I I ~SPI~~,,~ , 1 ~ 1 fT 1 SpR FR ``244.. 10' I 1 1 1 1 ip""~EIP ~ 1 PR I ( 1 /i) fqp~ - ',745 ` '246------ - _ a> ~ ~ ~ ~-7 SIGNAGE: MAXIMUM SIGN FACE AREA - 32 SQ. FT. \ E EASE ~ , , MAXIMUM HEIGHT = 6 FEET
I 1 1 1 1 I k / - 1 1 1 I ~FQRB,~/. 1g• pNC y J_ ~(.F 1?' ~ 2q 10' _ 0 RJ 1, , ~2, '0+• 4f.-2A' ~ \ 20' DRAINAG ~ , • s, \ ~ PLACEMENT MINIMUM OF 10 FEET FROM PROPERTY LINE
xl 1 r 1 1 FpR8D/Ayf~3Fr ~FP II r l~ ~ PR~I 'I RS,~~ q(~ , _ is ,7 245----_- - _ - f~ l i 11 II 11 11 q p(~Cf•1YDfpR a 1p~Of : II ! 1 -h(a1~ ~ qAR~~~. S(ppf fq~Mf 44_ ,O - - _ - _ ` \ \ \ lo~ ONE SIGN PER ROAD FRONTAGE
Z 1 ROUN p fx~ n1 a 3 Fj I i I ~ C(,iSy. ~ Nl ~ _ - _ p T ~ I 1 1 (f SIpR fl ~ I BR/P I `q2-- ~ 10' ly , ~ 1 1 I ~f(SpRf(JNfR; I Iry>< 'II R,1p ,.,2q3_-_ ~ _ _ a 24 - - ~ ~ ~Sp• ~ vv ~ v~ ~ ~v ' ~ NOTES; - ,Q- \ ~ ~ ~
111 1 II AR~~11 1 1 (5E'f OfT.~ I I ~ 1 ~ PI 1 t ~ _ - --,q~~ ~ _ - ~ - - ` _ - _ _ \ ~ \ ~ 1. SOILS INFORMATION ARE PROVIDED BY DANIEL J. BLILEY.
I t 53 4@~ 1 l 1/1)~ I I, ~.1 R!P ~'AR ~ - 10,0 "'~C -Z _ 2 ~ ~ .j0• ~ ollm Il 1 1,2r42S0..F I 1 1 .I I ~Sff•P}~YCRq~ 1 --241- - ---0.82~F 42 D - _ ._``JV,. 4 -gas--_.__ ~ ` ' 2. THE PROPERTY BOUNDARY SHOWN IS AS RECORDED ON MAP BOOK 41 PAGE 53 _ _ _
m V 1 II ? ACRfs T. I ~ 1 1 ~ I I 1 ~ T JfR BgyTNk 1 ? ACRft- - M ~ _O n 1 1 # 1 ~ 1 I ~ 11 /3) _ to' z4~_ _ j4 ~ _ \ ` \ \I IN NASH COUNTY REGISTER OF DEEDS. \
~C I1 1 1 t l t ~ \ v 1 ~ V f N - ~ R1 - d m m 1 1 I N 1 1 1 I I I ~ •11 ~ 1 1~ - __--2ao-__ ~ ~ - -,-?99-_ - - _ J ' ..~44, 4os~~d ~ ~ ~ o ~ I 3. ALL ADDRESSES ARE: BAILEY, NC 27807
~ 1 1 •1 1 1 1 I. 1 ~ ~ ~ ~ °w w I '2411----_ M-_- ~ 43-, 40t - to - - •~_""r• D'g3gS0~ fj I i 4. INSPECT ALL SEDIMENT AND EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RAINFALL. - _ _ - '45 ~ eft ~ ~ ~ i
I i i I II I I'; Y /I ~ 1~ 1 pR I ` O, I - _ N _ - 2 ~OOI~'" ?42,`` \ ~pv I/ I I 1 u• k 1 ~ I I q1N ~ 1 ~ s ~8?~ a0-- ~ y,~ --0. SQ. M - ~~z93-_ ` ~ O a EVENT. REMOVE ACCUMULATED SEDIMENT AND PROMPTLY MAKE NEEDED REPAIRS. ,o _ ~ ~ ~ ry
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lq , Re •F 1 t t I 1 O rv 1n -n RIP BUD 6 ~'f - D _ - CSC ~ FNp 24" ? • I ~I 'N 1,, ~ Z I 1 ~1 I N , -n ARlgp 8NC D - ` ~ f (0 - ApF 1 s Rcp , ~ ~ I ~ u~ v, - 23 _ ^1 - - _ ~ ~ --o• 43- - - ~ C ~ I m INCHES ABOVE INVERT OF - - ~ ~ - ~ ' TOP OF BANK OF '
@~FF f~~ ~ ~ ~ 1 y ~ I •IV ~ ~ ~ - _ fR m e - i -z46----~~ fR ~NS . 1 I Z I I, 1 ~ ` ~ ~ ~ ~ -Z9D.~ _ ap ~ y LEVEL SPREADER, ROAD SIDE DITCH
` ~ A ~ ` ' 1 I N m 23 2 - ~ I ~ - D i ~ ~ 4D 9c _ - z ~ ~ ~ ROAD SIDE DITCH INVERT
~ ~ ~ _ ~RI70~ Sl1E ~ ~ 1 `i ~ I I ~I ~ 1~1 1 11 _ ~ / ~ ~ 3>_- 1 ~ ~ fk1S0 ANGLE N • ~ 1 1 1 I I I -n 1 I ~ 1 ~ ~ - , ~ ~ - _ _ _ 1 I _ ~n _ 2 q r, v, - ~ F \ ~ ~ ~ / FOREBAY
~.~T ~~fP ;'o 1 1 I ~ I ~I. ~ , I ~ 1 `til ~ _ ` - i ~ _ ~ ~ IN ~ I I / ~ ~ ~ ~ _ ~RF n1 9 - ~ ' t ~ - `~c^ O 3 FT. DEPTH MIN. ~ ~ ~ ~ ~
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- ~ ~ l/ _ _ - - - ~ ~ ~ RIPRAP LINED LEVEL SPREADER
~ ~ ----?3z--_ ~ 256 ~ CONSTRUCTED AT SAME ELEVATION - -
38:x' Via, 3g, \ - - \ ~ \ ~ ~ > _ _ - - ~ _ ~ ~ ~ ~ V i~ -230- _ - - - - ~ TO ACHIEVE 0% GRADE. - - -
~ ~ ~ _ 238- • 1$nNC '?,f ~ ~ ~ ~ ~l ~ ~ • I _ 15' CNP 6~ f ~ ~ ~ ~ ~ -_'-zs.. ~ - UNDISTURBED ~ ~ I
~ ~ - ~ I ,738 ` ~T/N ~ \ ---229 " ~ I _ ~ ~ ~ g ~ ~ - \ _ o ~ ~"254 RIPARIAN ---tea ~ I r-= _ BUFFER
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~ I nNC 1g• I ~ ~ _ I'~ ~ , I o,"~ ~ ~ RAI
~ ~ ~ ` P I I ~ v~/N ~ \ ~ 11 ~ I T _ ~ ~ ,ti a Q LIP OF LEVEL
\ - `~t"-' ,ti QQ ro ~ SPREADER AT 0% GRADE _ ~ ~o J
~ I 11 11 ~ ~ ~ ' ~1 t - ~ 1 , ~ ~ ~ I I I ~ A I I J~ I V 11 1~1111~~~ ` w~ q v -23o>a,. ~ w as r ~ (DEAD LEVEL) VARIES ~ o
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I 1 ~ 1 I I 1 I ~ 1 1 1111 A1A11 ~ ~ 1 1 1 I 1 1 1A1.1 ~ U\. ~ ~ V A /Q "_2~ CROSS SECTION
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I I I ~ 111. ~ ~ 0 ~ ~ N i ~ 1 o I 38` ~ 1 A 1A11 R1 ~ ~ ~ ~ ~ ~ I 2 1 A \1 ~ / LEVEL SPREADERS ANO FOREBAY SHALL BE CONSTRUCTED
1 1 1 I I I 1 1 11 11111 '~s~ I 1 I I A A 11111 1V1 ~V ~ ~ ~ ~ OUTSIDE OF THE 50 FT. RIPARIAN BUFFER.
V I 1 I I I V 1 1~ 11111 1VA 1 ~1 ~ 1 i i 1 1 111A1 1 ~ ~ ~ 1 I I ~ I v v 1 1tt 1 ~ \
I I I j I II 11 1 1 11 A 1~11~~111 - 1 I I I I I I 11 1 1 1 1111~~11 1 ~ ~i I I I I 1 1 1 ,11 R ~ i
I I I I I - I , \ ~,I1\,,1~~ 1 ~ \ \ I I 1 I I I 1-'' I I 1 ~ v 1111 11111 ` 1 ~ ~ I I I I 'z3 / I 1 111 1 = ~ ~ ~ ~ ~ ~ , i NOT TO SCALE ( )
I i 9. i ~ ~11~,~~~ ~ 1 1 ~ . A ~ ~ I
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NO. REVISION DATE DRAWN BY: SHEET: DMT
1 REVIEW COMMENTS FROM NCDENR, NCDOT do NASH COUNTY 01/19/06 ;ARp D 0 Es sr %,'i ; OWNE DESIGNED BY: 0 0 CONTROL JLK
REVIEW COMMENTS FROM NCDENR LETTER DATED 02/17/06 03/31/06 SEAL ' MORGANSHIRE PARTNERS, LLC SANDEMIDGE OF: 3
LAND SURVEYING ENGINEERING • PLANNING _ R. JACKSON SMITH III E Ho DATE: JACKSONS TOWNSHIP WORK ORDER:
P.C. Drawer 1435 - 300 East Walnut Street 16813 P.O. BOX 11287, GOLDSBORO, NC 27532 11/28/05 050649
Goldsboro, N.C. 27533-1435 [phone] i~QFYDui ,O " SCALE: NASH COUNTY, NC CADD DWG:
919/735-5886 Fax [phone] "111ji60~ 1" = 50' 050649
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