20040223 Ver 1_COMPLETE FILE_20040212

`O?0F W AT ?qpG
r
O 'S
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
February 25, 2004
DWQ # 04-0223
Wilson County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Bunn Eagles Farm, LLC
2207 West Nash Street, Suite D
Wilson, NC 27893
Subject Property: . Eagle Farm Subdivision, Section X
On February 12, 2004 the Division of Water Quality (DWQ) was notified by receipt of your application
regarding your plan to fill wetlands or waters for the purpose of installing a road crossing in Wilson
County. Approval from DWQ is required to disturb these areas. Please provide 7 copies of the
following information and refer to the DWQ # listed above in your reply. Please show these on maps of
suitable scale (for instance 1" = 100 feet) so we can begin to determine your projects' compliance with
15A NCAC 211.0500.
1. Plan Details
Please indicate the diffuse flow provision measures on the site plan.
2. Diffuse Flow
Your proposed plans depict impacts to the protected buffers at LS#1 and the "Ex 20'
drainage easement" between lots 31 &32. Please redesign your plans to avoid these impacts.
3. LS# 1
The proposed level spreader LS#1 located on lot 26 exist outside of a "drainage easement".
Please explain how this device will be maintained in the future and what protections will be
placed on it to prevent the future owner of the property from altering it.
4. Buffer Impacts
It appears that buffer impacts will occur at the road crossing. However, you stated in Section
X of the application that no impacts to buffers will occur. Please provide the area of buffer
impact to buffer in Zone 1 and 2
Please telephone Bob Zarzecki at 919-733-9726 if you have any questions or would require copies of
our rules or procedural materials. This project will remain on hold as incomplete in accordance with

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (httn://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
. Page 2
Bunn Eagles Farm, LLC
February 25, 2004
15A NCAC 2H .0505(c). The processing time for this application will begin when this information is
received. If we do not hear from you by writing or by fax at [phone] within three (3) weeks we
will assume you no longer want to pursue the project and will consider it withdrawn.
Sincerely,
JRD/bs
cc: Raleigh DWQ Regional Office
Raleigh Cores of Engineers
Central Files
n? Dorney
Water Quality Cert' ication Program
File Copy
Michael Tolson, Green Engineering, Post Office Box 609, Wilson, NC 27893
February 11, 2004
NCDENR
Division of Water Quality 401 Wetlands Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Attention: Mr. John Dorney
SUBJECT: Preconstruction Notification Form
Eagle Farm Subdivision Section X
Wilson, North Carolina
PN: 03-151
Dear Mr. Dorney:
U10 2'
WETLANDS/ 401 GROUP
FEB 12 2004
WATER QUALITY SECTION
Enclosed for your review and approval is a Pre-Construction Notification Application for
approval to construct a roadway crossing of an unnamed tributary of Toisnot Swamp located in
the proposed Section X of Eagle Farm Subdivision in Wilson, North Carolina. The proposed
crossing is planned as a 31' B-B crowned roadway section with curb and gutter facility. The
subject crossing location is being installed to provide interconnectivity between Eagle Farm
Subdivision and the adjacent Whitehall Subdivision. The proposed stream crossing and buffer
encroachment are shown on the enclosed sketch plan and also on the enclosed full size
construction plan.
If upon review of the above you should have any questions or need any additional
information, please do not hesitate to contact me.
MDT/
Enclosures: As Stated.
Respectfully,
4vk
Michael D. Tolson, P.E.
GREEN ENGINEERING, PLLC
0AWo03\03151\ohn domey 2-10A4.doc WATER, WASTEWATER SURVEYING, PLANNING, PROJECT MANAGEMENT
303 N. GOLDSBORO ST. PO BOX 609 WILSON N.C. 27893 TEL [phone] FAX [phone] WWW.GREENENGINEERING.COM

Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No. 040223
Of arty particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
L Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: 10
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details [b,140Up
II. Applicant Information
FEB t 2 2004
1. Owner/Applicant Information
Name: Bunn Eagles Farm LLC WATER QUALITY SECTION
Mailing Address: 2207 West Nash Street
Suite D
Wilson. NC 27893
Telephone Number: 252-291-1092 Fax Number: 252-291-7899
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: Mike Tolson
Company Affiliation: Green Engineering; P.L.L.C.
Mailing Address: P.O. Box 609
Wilson, NC 27893
Telephone Number: 252-237-5365 Fax Number: 252-243-7489
E-mail Address: m.tolson@&
qtn L en
Page 5 of 12
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: Eagle Farm Subdivision Section X
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 3713-57-9600
4. Location
County: Wilson Nearest Town: Wilson
Subdivision name (include phasellot number): Eagle Farm Section X
Directions to site (include road numbers, landmarks, etc.): From Raleigh take the 264 A exit
going to Wilson, turn left onto Airport Blvd, turn light onto Nash Street, turn left into Ea lg e
Farm Subdivision
5. Site coordinates, if available (UTM or Lat/Long): 77° 55'45" 36° 46' 00"
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): Portion of 95.4 Acre Tract
7. Nearest body of water (stream/river/sound/ocean/lake): 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: Current use of property is residential subdivision. Wooded
Property with existing sanitary sewer and storm sewer infrastructure installed.
Page 6 of 12

10. Describe the overall project in detail, including the type of equipment to be used:
Project will install twin 42" dia. Pipes in existing stream channel that has been deemed
Subject by Raleigh Reginal Office.
11. Explain the purpose of the proposed work: Proposed work will install a road crossin of
31" B-B road section to tie to an adjacent residential subdivision.
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.
This is the first stream crossing in this subdivision.
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.
No future permit requests are anticipated for this project.
VL Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: Proposed water installation will
be installed beneath stream bed and the road crossing will be installed with oversize pipe buried
to allow for stream bed development. Impact to stream channel is minimal.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100 year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* list eadr impact separately and identify temporary impacts. Impacts mclude, but are not limited to: meclranmed clearing, gmdmg, till,
excavation, flooding, ditching/dramage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood insurance gate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 14800-358-9616, or
online at httn://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wedand, beaver pond,
Carolina Bay, bog, etc.) hrdicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
lease specify)
1 Culvert 50 OT of Toisnot Swamp 2 ft Perennial

= List each impad separately and identify temporary impacts. Impacts include; but are not limited to culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straighte mig, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included
Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topgzone.com,
www.mMuest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 50'
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U. S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(ate)
Name Wate)
( applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

List each impact separately and identify temporary impacts. Impacts inchyde, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
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.):
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.
Subdivision interconnectivity is required by municivality and stream crossing is being uerformed
perpendicular to stream channel. Stream forms pro ff1y line between the two subdivisions and
had to be relocated to allow correct alignment of two road sections.
VIIL 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.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o. enr. state.nc.us/ncwetlands/strmg;ide. html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify }?
Yes ? No If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Miti on
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Residential subdivision with wooded lots and lower impervious percentages (40 - 60/o . Level
treaders are proposed at all new discharges and all new runoff will be discharge as sheet flow
outside the buffer areas
XU. 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.
All wastewater will be treated by the City of Wilson Waste Water Treatment Facility
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
80t..-, 1-10-04
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
n i-
r I
X)1
132 °
/ O
J
•?38 Dunn
Crossroads
o., c o 1- ___ I I,
•?? 5p o ' "\ 1. I •
olf Sgt -1 ?.^o \ r.. \ °
t Cem.
0 + y... ; o/ . E L 11
/46
1323
? .,1'.? 130 r ? ,,. • • • . . -., /
,Sp ?-..--
fee ? • ? ,p ? ?? ? ? - -
-- J.` x153
F
c, ISO
?di • ?1 " • . 1 J..
-' 149 • •
} ... •• -
41
(aethSemane
Ch? • p••?••
/54
o GAR S •
06
- • ?• .s on - --- - I \
re RdZ $iibstition \
' y ?Ch! ?o -?. •,, S>- Dove 1
58
,. ,:. WILSON
i
Wfs'f Nash :.. - e , /4 r I / 1326 /''
• r Wate1 _i? - \ \
L 1323 . \
••? . Z• : I
ti•
0 132 z
CSON 1:62600/ L3 MJ. U. S. 2j54 6
SM N/ CLAYTON 33 M/. '36 55' W/[BANK 8 M/.
LE 1:24 000 P/NETOPS 17 M/. 238 0 INTERIOR-OE CAL S
0 c
7 Ulf C OnAM /+I AL^-
e
Office Use Only: Form Version May 2002
4 0228
USACE Action ID No. DWQ No
Of airy 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 Z Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: 401
IL Applicant Information
FED ? 2 2004
1. Owner/Applicant Information
Name: Bunn Eagles Farm LLC "IN SEC110N
Mailing Address: 2207 West Nash Street
Suite D
Wilson. NC 27893
Telephone Number: 252-291-1092 Fax Number: 252-291-7899
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: Mike Tolson
Company Affiliation: Green Engineering P.L.L.C.
Mailing Address: P.O. Box 609
Wilson, NC 27893
Telephone Number: 252-237-5365 Fax Number: 252-243-7489
E-mail Address: m.tolsonftreeneng.com
Page 5 of 12

M. 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: Eagle Farm Subdivision Section X
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 3713-57-9600
4. Location
County: Wilson Nearest Town: Wilson
Subdivision name (include phasellot number): Eagle Farm Section X
Directions to site (include road numbers, landmarks, etc.): From Raleigh take the 264 A exit
going to Wilson_ turn left onto Airport Blvd, turn right onto Nash Street, turn left into Eagle
Farm Subdivision
5. Site coordinates, if available (UTM or Lat/L.ong): 77° 55' 45" 36° 46' 00"
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): Portion of 95.4 Acre Tract
7. Nearest body of water (stream/river/sound/ocean/lake): 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: Current use of property is residential subdivision. Wooded
Property with existing sanitary sewer and storm sewer infrastructure installed.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Project will install twin 42" dia. Pipes in existing stream channel that has been deemed
Subject by Raleigh Reginal Office.
11. Explain the purpose of the proposed work: Proposed work will install a road crossing of
31" B-B road section to tie to an adjacent residential subdivision.
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.
This is the first stream crossing; in this subdivision.
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.
No future permit requests are anticipated for this project.
VL Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: Proposed water installation will
be installed beneath stream bed and the road crossing will be installed with oversize pipe buried
to allow for stream bed development. Impact to stream channel is minimal.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100 year Floodplain**
es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts, Impacts include, but are not limited to: mechanized clearing, grading, rill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
ss 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(MM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 14800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
lease q)ecify)
1 Culvert 50 OT of Toisnot Swamp 2 ft Perennial

= List each impact separ ely and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (inchude linear feet before and after, and net loss/gam),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc-), excavation, ditching/straightming, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-%16, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 50'
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody

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

s List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., damlembankment, 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.):
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.
Subdivision interconnectivity is required by municipality and stream crossing is being performed
perpendicular to stream channel. Stream forms property line between the two subdivisions and
had to be relocated to allow correct alignment of two road sections.
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.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strrngide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreagellinear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wip/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicants (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No 0 If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
*
Zone Impact
(square feet)
Multiplier
Required
fion
1 3
2 1.5
Total
Zone 1 extends out 30 feet perpendicular from near batik of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within I5A NCAC 2B .0242 or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Residential subdivision with wooded lots and lower impervious percentages (40 - 60%). Level
Weaders are proposed at all new discharges and all new runoff will be discharge as sheet flow
outside the buffer areas
XU. 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.
All wastewater will be treated by the City of Wilson Waste Water Treatment Facility
XHL Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No N
Is this an after-the-fact permit application?
Yes ? No N
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
•laoy
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
O ?_- J=7a
II 6 u
14
132 0 •
. f ? S ?B? ? n'• ? ? ? • 1332
/ ? J1
2 ° use Dunn
\ Crossroads
Olf
? #y ° °?'•'> ? ? ,/ ?... 140 ??
x 7 x Cem.. I "
/se ]330:."
1323
13
??' • .., ? i? ?? 7 I, -+}'c it
• ?v?1y ypRA ? ? ? y: : .
J
r _ .•3?,w
Ir„ F -
? I
IS! -
" 5• 13e - .I
Sam/ • • ?• 4 `! • ? y
i ?' • /66'' a.• f- ?. Gethsemane • ?•?.•?••?•• •
/ f - chi
EN
0 GAR S"
-'? ? __ - ' 1329 •
42
i ..? nsion '' F _ - - - - I
C. -- %1 ? Oove
58
IWILSO
y V'
worNi +ish ke / _ 1 1326
?. i Water L
1 O
? . ,?.?• W • x / *> n
0 ? o
LEON 1: U.
626A01 1.3 M/. S. 264 132
6466 N/ CLAYTON 33 M/. 236 55' W/LBANK 8 M/. l 1
P/NETOPS
LE 1:24 000 17 M/. 238 • INT`RIOR o cA? s ?
_ 0
1 uuc DllAn nI Ac
rvnA?` iI?.u Wa8 Wa8
v l,ui+ t

h NoA
Go
Co A Co 4

I
•
,d

j
NoA

•
??„
q

?
j . Ma Gr
NoA GOA
C
NoA
StA °Q
= o
G0A

GoA C7 NoA N } .. NOA .t! K
i p u iN
NoB AaA
tam, am 5tA • ?xR?F
1 R No6 ?° i Nob
r :' Ir N°P
a
•

a Fz2 tuAR
NoA _ MdB

•/
?

y _

_
?
? ?

ti
r _ Wa6
- Wa6 ' AaA
NOA a
im f MaA
- tka». 4y NoA
y Nob t
aB Ma6 J g¢ `. ?d
Ra DpA N ^ ?.,
? i3s
NoA S?
a og Ra r .A _
, , c
/
_
13to Ma8 ?
Gt62 ? ?,.„? ? ;1
'.;
a
R MaA . rs
GoA Wa8 • • '
`,
NO .. 133
a ?j
v
ti
c ?
B ,...
q GOA
'4'
GoA laq m MaB O
4 j T
, D .A
DPq? O PA

..
G t 'M
?
ya

.

M
6 .:;

_ .

6 Y
IIn r ?
a
Y
t dit f
a
NoA
>

GoAa.,,
n NoA d MaA Ra Wa6
t GOA
up. Ma \` b G,
s MaB
y 0 oA ^y'.
Co
•r MaA 0B
AaA
MaA
'9 1332 ag '? -

'} "-MaB
WaB
0 1'
0 W.. WaB
s. Tt
` StA OB

/
r Ma6, Co
Dp ,
DpA
GOA a o • . MaA `.
V GtC2

?• DPA Wa6
Dpq f . G'o Ma' I!! aQ. MaB

?. e
Ma
NSa °
N C
,
9
o
a''
gf o
Co ir_ MaA K
NoA
i
.
t+r s
Ma Mae t t
S?
Aag NoA DPA
a_ MaB
\ PAt
1.

NoA Ma6
DpA o Y.,'' GoP
?. :Yy MaB'
.' i rl
•
0?
a a8 2 •Ra
x '-?
P
` Fir D
? G
°O '
p Ji
? NoA AaA AaA MaB
- NoA 'j Aa Co

' . Gt62
.i.
i N
w
?wP MaA
:
a Ud 1
(oA ?} Co Tt
.; .
A
N
M aP .
oP NoA o
I GoA
yy NoA 42 Ra
al StA Tt
St 160 NoA AaA Q y Tt Go<
°? ' WILSON a AaA
- d NoA G° V. NuB Y A 0 .
°0' t: , 'Ra
?
?
' e. •? i7`? '
Nu6. 6.. i'
ti
?? 2v 3z 3 ; Tt
m
(Joins sheet 5)
N
1 o00 o
LI 000
10000
t C-et
1
SC110 - 1:211000 S Kii. ,; uotcrs
WILSON COUNTY, NORTH CAROLINA NO. 1
r
Office Use Only: J 4 Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular itein is not applicable to this project, please enter "Not Applicable" or "N/A".)
L
IL
Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
Applicant Information
WETLANDS/ 401 GROUP
1. Owner/Applicant Information FES 1, 2 2004
Name: Bunn Eagles Farm LLC
Mailing Address: 2207 West Nash Street WATER IAi l p? SC -
Suite D
Wilson NC 27893
Telephone Number: 252-291-1092 Fax Number: 252-291-7899
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: Mike Tolson
Company Affiliation: Green Engineering P.L.L.C.
Mailing Address: P.O. Box 609
Wilson. NC 27893
Telephone Number: 252-237-5365 Fax Number: 252-243-7489
E-mail Address: [e-mail]
Page 5 of 12
M. 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: Eagle Farm Subdivision Section X
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 3713-57-9600
4. Location
County: Wilson Nearest Town: Wilson
Subdivision name (include phase/lot number): Eagle Farm Section X
Directions to site (include road numbers, landmarks, etc.): From Raleigh take the 264 A exit
going; to Wilson. turn left onto Airport Blvd, turn right onto Nash Street, turn left into Eagle
Farm Subdivision
5. Site coordinates, if available (UTM or Lat/Long): 77° 55' 45" 36° 46' 00"
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): Portion of 95.4 Acre Tract
7. Nearest body of water (stream/river/sound/ocean/lake): 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: Current use of property is residential subdivision. Wooded
Property with existing-sanitary sewer and storm sewer infrastructure installed.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Project will install twin 42" dia. Pipes in existing stream channel that has been deemed
Subject by Raleigh Reginal Office.
11. Explain the purpose of the proposed work: Proposed work will install a road crossing of
31" B-B road section to tie to an adjacent residential subdivision.
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.
This is the first stream crossing in this subdivision.
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.
No future permit requests are anticipated for this project.
VL Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: Proposed water installation will
be installed beneath stream bed and the road crossing will be installed with oversize pipe buried
to allow for stream bed development. Impact to stream channel is minimal.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100 year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditchirWdrainage, etc. For dams, separately list impacts due to both structure and flooding.
ss 100-Year floodplaims are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 14800-358-9616, or
online at http://www.fema.gov.
sss List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before ct Perennial or
Intermittent?
lease specify)
1 Culvert 50 OT of Toisnot Swamp 2 ft Perennial

i I i
List each impact separately and identify temporary impacts. Impacts include, but are not limited to culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
Stream names can be found on USGS topographic maps. If a streane has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 14800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mMuest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 50'
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U. S.) below:
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(ate) Name of Waterbody

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

s List each impact sepely and idalify temporary impacts. Impacts inchrde, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
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., damlembankment, 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.):
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.
Subdivision interconnectivity is required by municivality and stream crossing is being performed
perpendicular to stream channel. Stream forms property line between the two subdivisions and
had to be relocated to allow correct alignment of two road sections.
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.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
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 Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No [D If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
Zone 1 extends otrt 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Residential subdivision with wooded lots and lower impervious percentages (40 - 60•/0). Level
spreaders are proposed at all new discharges and all new runoff will be discharge as sheet flow
outside the buffer areas
XH. 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.
All wastewater will be treated by the City of Wilson Waste Water Treatment Facility
XIIL Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
010.0
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
r
... r r , •(Rm
/42: 14
132 ° ?
1 _
. ( ? ?&a c l l ? .. ? 1332
/3e Dunn
J? I
Crossroads
(?Cem
•
n O / -. ¦
if
rse • • F,
t xw x Cem... ?.
330 y,'-' , ?' ?
1323
`gyp ,13 \ / rte' I ` f.`¦ \ ?? ? ?' ' '"r' ?.' _"'`- p qtr , ' ? ,
•
M '?"' 130 ? ? ••.--I i • -? ? `.
* ..
E---
Tee • ? . I
149
••
• f' f - Gethsemane
O GAR S ¦ 1329
• • / 06 /42 1
• •a •'? Ch on I J - - - - - • I 1 •'
•if? III -- ,?: 1... ". -.: 1 ?? C
r 1 d? ?bs?ion
?Chs Cove
4 %WILSON
y?
1? ' r - • wONeeh- Tce /4 r / /' 1326
!? • '• • • Water L _ s
•• „ +• ?? /, 0 132 x/
s
K?SbN f:62 bA0/ 1.3 ML U. .204
6166 N/ CLAYTON 33 M/. '36 55' W/LBANK 8 MI,
P/NETOPS 17 M/. 23p ?NT6RIOR-6Ep ?AL`6
1LE 1:24000 p i
NoA
,a
j.

r WaB ?/?WaB v
i- Y N-A GoA Co
Co
•
NoA g
Ma
Gr

.y

'
... 0,9 Co
2 StA o
=
GoA
I B
Ma

NoB AaA?
1(. NoA S
stA at
? !'
N°P
MAB ?
?? ?
'
m
T
Wa6 AaA
if
NoA
.. NoA
kar5. 0
NoB r(
9
?..
136
a0 NPA
? 0
NoB Ra
?
°P MaA WaB • • • /

6
GoA N
oq 133

GoA k D,o
q
Y
OQ GPA NoB tr."
?m X+
?' f Ma B NoA
MaA Ra t GoA
Ma WaB
A 1SS ??.
... Co
oB AaA \
_j MaA
r, a

" aB
WaB
WaB ??. Tt 20
A
Ma6 StA Co

000
10000 t ect
0 1
Sca le - 1 :24 000 .t,,, s
WILSON COUNTY, NORTH CAROLINA NO. I
Office Use Only: V 4 0,242 - Form version May 2002
USACE Action ID No. DWQ No. , 47
(f anv particular item is not annlicable to this nroiect. please enter "Not Apalicable" or "N/A".)
L Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
IL Applicant Information WETLANDS / 401 GROUP
Owner/Applicant Information
Name: Bunn Eagles Farm LLI
Mailing Address: 2207 West ]
FEB 1 2 2004
Wilson, NC 27893
Telephone Number: 252-291-1092 Fax Number: 252-291-7899
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: Mike Tolson
Company Affiliation: Green En ing eering P.L.L.C.
Mailing Address: P.O. Box 609
Wilson, NC 27893
Telephone Number: 252-237-5365 Fax Number: 252-243-7489
E-mail Address: [e-mail]
Page 5 of 12
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: Eagle Farm Subdivision Section X
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 3713-57-9600
4. Location
County: Wilson Nearest Town: Wilson
Subdivision name (include phase/lot number): Eagle Farm Section X
Directions to site (include road numbers, landmarks, etc.): From Raleigh take the 264 A exit
going to Wilson. turn left onto Airport Blvd, turn right onto Nash Street, turn left into Eagle
Farm Subdivision
5. Site coordinates, if available (UTM or Lat/Long): 77° 55' 45" 36° 46' 00"
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): Portion of 95.4 Acre Tract
7. Nearest body of water (stream/river/sound/ocean/lake): 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: Current use of property is residential subdivision. Wooded
Property with existing sanitary sewer and storm sewer infrastructure installed.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Project will install twin 42" dia. Pipes in existing stream channel that has been deemed
Subject by Raleigh Reginal Office.
11. Explain the purpose of the proposed work: Proposed work will install a road crossing of
31" B-B road section to tie to an adjacent residential subdivision.
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.
This is the first stream crossing in this subdivision.
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.
No future permit requests are anticipated for this project.
VL Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: Proposed water installation will
be installed beneath stream bed and the road crossing will be installed with oversizuipe buried
to allow for stream bed development. Impact to stream channel is minimal
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100 year Floodplain**
es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

' ASE each impact separately and identity temporary impacts. hits include, but are not limited to. mechanized clearing, grading, fill,
excavation, flooding, ditchingldrainage, etc. For clams, separately list impacts due to both struchire and flooding.
** 100-Year floodplams are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRK, or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best descnbes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be mace by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
lease specify)
1 Culvert 50 OT of Toisnot Swamp 2 ft Perennial

list each impact separately and identify temporary impacts- Impacts include, but are not limited to. culverts and associated rip-rap,
dams (separately list impacts due to both str? and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included
•' Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 50'
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres)
Name applicable) Wate)
(if ap Type of Waterbody
(lake, pond, estuary , sound,
bay, ocean, etc.)

* List each impact separately and identify temporar}+ impacts. Impacts mchide, but are not Limited to fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
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.):
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.
Subdivision interconnectivity is required by municivality and_stream _crossing is being verformed
perpendicular to stream channel. Stream forms property line between the two subdivisions and
had to be relocated to allow correct alignment of two road sections.
VIIL 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.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o. enr. state.nc.us/ncwetlands/strmgide. html.
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 snap, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr. state. nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
*
Zone Impact
(square feet)
Multiplier Required
Nliti 'on
1 3
2 1.5
Total
Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Residential subdivision with wooded lots and lower impervious percentages (40 - 60%). Level
M eaders are proposed at all new discharges and all new runoff will be discharge as sheet flow
outside the buffer areas
XH. 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.
All wastewater will be treated by the City of Wilson Waste Water Treatment Facility
XDL Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
L, y-10-0`1
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
¦
0! - --EE-
14 V..
x? _ =al O \? {fie '?'?r 'mss i 1 , - 132
.8? ? ' ? • 1332
O \\\ .3e Dunn
?1 t°, • / Crossroads ?.
olf
1 CSC HS ' o• . ;•', •' .' ?F j • ?...?.. X40 •••
.? •. ._ ? MTh ?. *r Cen'1. . I
1323 ?' ? • 'K. ?= ,,
• r '? ? `? tip' r ?'??
f3l
J _
lvx
44F x153
o-. L
"` 130 3 - ' •• I
?r
•?
Q'r
tv S;"?.? 156' f- - Gethsane? ••••?••••
r ¦
•; ??i? EN
_ 0 GAR S •
_-,\ ,• _--_ ° ¦ 1329 •
• • 06 /42 .•?...
J _ - --- I \
i on
a on
.'-." ?Ch* O -?• _i ?c1i' Dove o \ 1 ? :
y x ? t
,WILSON
- ' Wfs'CNash ke /y / / / 1326 /'
• Chi
i . •
-Y' ? /. ?• .. ?? • :¦ • Fem.- \
¦
• : • • O
• • • ?' • •i S Water _; 1323 ?\ \
?• • : L -
.. .. 'r • a,0 / ?. ? 0 • x /
4
:SC1N 1626Q0J 1.3 M/. u. S. 2164 132
5466 B/ CLAYTON 33 M/. •3G 55' W/LBANK 8 M/.
E 1:24 000 /'lWro S "M/. 23$ 'N7aRwR-0110 CAL (6
NoA
,"Ala
NoA
Q o
` GoA C? NoA
Jl N
oq
NoB NOB
Ra r
NoA
f WaB
mti ,?y
C;, MaA It,
16 eB Bp : ?d
Ra 1 ?
NoA
0 v
Ma6 ?aGte2
1310 ; Ra
y GoA Maq m MaB,
DpA ct p
` MaB
G.A NoA
.. c. • Ma6 Dpl?/
Wa6 I l,ur.
v
„y
1 NoA
GO GoA Go
N oA . ?, fq

i Ma Gr
'I
o9 C
•
? (StA oe
? o
..
?_
GoA

a, I a8
M
. ? f;tt ?. .
N oA n
'i '
y
NOB AaA if ;rod.
i
NoA S z
?R? ,
StA
!. NOP
Mr?6 v,
`

?
Wa6 m
AaA 9
NOA
rka'? s?..• o NoA
v
Nod ?„
,? T
?
36
DpA
a0 q,
NoB

r
Ra
o
?.
c9
s ?
P
o
W MaA
..y _'
133
0 GOA
^

(P
t Ma6 StA
?
? - Co
Dp I
GoA? o DpA
?
M MaA
a
a GtC2
? DIM WaS
DpA ,o
a P MaB
A No
M Ra' N
Co a
fem. oA

?A
q NoA DpA
Ma6 C
v}y'' p NoA MaB
DpA 2 Go

q MaB
t ? y `Ra

• D fit?''..
p? G+ C?
A
A ?
AaA .
Ma6
141 j
x
i NoA a
I
$ NoA i Aa Co

Gt62 ?.t<
• is NO
w p MaA
, -AoA
N
A 7t ,
P
o NoA NoA-
o
GoA'
42 Ra Ma6
StA
/ Tt
v
?
sy? r
`? ? NoA
.1 J?
?- AaA 1 j
vP AaA Tt Go<
o?
tl x :@.
,? ILSON
.: ? ?;
B
.:
a.
o
Y ;' d NoA G°P? y
Rb, Nub }
?
r . Aa,
S
+? ???aP
P
?
o?_
Nub b'
Ur o?
f I ? 2
?iJ
?? 2?' mry
c, (Joins sheet 5)
N
1000 o
t, 000
1000' r O
Ot
V
1
Scale - 1:24000 2 s Kil ., nr t :rs
WILSON COUNTY, NORTH CAR OLINA NO. 1

Office Use Only: 0 /s Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
L Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
Owner/Applicant Information WETLANDS 1401 GROUP
Name: Bunn Eagles Farm LLC
Mailing Address: 2207 West Nash Street FEB 1 2 2004
Suite D
Wilson, NC 27893 1II1flYCR QUALITY SECTION
Telephone Number: 252-291-1092 Fax Number: 252-291-7899
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: Mike Tolson
Company Affiliation: Green Engineering P.L.L.C.
Mailing Address: P.O. Box 609
Wilson, NC 27893
Telephone Number: 252-237-5365 Fax Number: 252-243-7489
E-mail Address: [e-mail]
Page 5 of 12
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: Eagle Farm Subdivision Section X
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 3713-57-9600
4. Location
County: Wilson Nearest Town: Wilson
Subdivision name (include phasellot number): Eagle Farm Section X
Directions to site (include road numbers, landmarks, etc.): From Raleigh take the 264 A exit
going to Wilson, turn left onto Airport Blvd, turn right onto Nash Street, turn left into Eagle
Farm Subdivision
5. Site coordinates, if available (UTM or Lat/L.ong): 77° 55'45" 36° 46' 00"
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): Portion of 95.4 Acre Tract
7. Nearest body of water (stream/river/sound/ocean/lake): 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: Current use of property is residential subdivision. Wooded
Property with existing sanitary sewer and storm sewer infrastructure installed.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Project will install twin 42" dia. Pipes in existing stream channel that has been deemed
Subject by Raleigh Repinal Office.
11. Explain the purpose of the proposed work: Proposed work will install a road crossing of _
31" B-B road section to tie to an adjacent residential subdivision.
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.
This is the first stream crossing in this subdivision.
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.
No future permit requests are anticipated for this project.
VL Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent`s) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: Proposed water installation will
be installed beneath stream bed and the road crossing will be installed with oversize pipe buried
to allow for stream bed development. Impact to stream channel is minimal.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100 year Floodplain**
es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: wed clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 14800-358-9616, or
online at http://www.fema.Pov.
•*• List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before ct Perennial or
Intermittent?
lease specify)
1 Culvert 50 OT of Toisnot Swamp 2 ft Perennial

List each impact separately and identify temporary impacts. Impacts inchxe, but are not limited to culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net lossigain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straighteuing, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated sh ns must be included
Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov- Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 50'
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U. S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbod
y
(if applicable) Type of Waterbody
(lake, pond, estuary , sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
if construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
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.
Subdivision interconnectivity is required by municipality and stream crossing is being performed
perpendicular to stream channel. Stream forms property line between the two subdivisions and
had to be relocated to allow correct alignment of two road sections.
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.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent`s) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No E If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
*
Zone Impact
(square feet)
Multiplier Required
Mitigation
1 3
2 1.5
Total
Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page I1 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or. 0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Residential subdivision with wooded lots and lower impervious percentages (40 - 60%). Level
M Leaders are proposed at all new discharges and all new runoff will be discharge as sheet flow
outside the buffer areas
XH. 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.
All wastewater will be treated by the City of Wilson Waste Water Treatment Facility
XDL 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. 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).
60oll 1-10-04
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
v• v v.VY +.? a
------------
0
s o-uaunaN? 0 get %W Ll SdO13N/d 000 t'Z:t 31'
3 r , %W 9 ?NV87/M Isss 94 %W Bf NOSAV70 Njog
Pod 's n %W f•l fA0919%t NOS'7
x ze[ o
s..
- - ,:sue / ? .s?• ' ?• •p .i
9zer? / N O S'I I ml , IAA
uss
Uop
i 1
90
szE[ ° s awo o --
\ N3
60,1
.•• • may/
acl ?I
ES/x? ---- ---- S
/s/
cf*
Cy y. •? c " OEEL j.. 9s/ NIP
II ? o i
ot,
110
NIP
Ail
I .. ? D
v spzo.[ssodo , i C J
uunQ 9e/ , -` ?o
zcl
II - '
NoA Wa8
WaB
v ?,w• ?, L.
,.?, ,- I
I ! NoA
Go
Co A Coa ul

.
d t
NoA '
e, ?
9
j • Ma Gr ^

+ GoA
NoA N
A
' o9
StA ; C
o? o
o
r
2
GoA
` GoA G9?
\ NoA ' ?' N- .,
N
J NoB

• AaA ail
i

am
??" .?
;.M• oA
?
StA • NoA S ... .,7
`R?,
d
1
R ?r
No6 _° .- Nob
ee.9' a' ,? NoP
a
.. ±a
' NoA ,R'a Mg6 ? w k ?

- 6 ?.t

`?
?i
•
ry _ Was
W`' o

, .?

,•y
NoA WaB AaA At
?'' a
'
?
?
c
n MaA
' 2:
f?tai5 0
NoA
-
? No6 9
?
as a6 y B .4
lid
P

__ ',p fib r•
Q
136
NoA ? '_e ' c •, ?a? ?
Ra DPA No@ Ra w ., o
?
/
• _.

13to Ma8 ?aGts2 y -

a :
R MaA -sh -r .
G oA
., Wa6 • •
133
N
. o
'

' a ?
0 ?
MaA
6 y
.
s GoA R°A

GOA
`! m Ma6

s
DPA a DPA

.
.< I
No6
+F 1 -
m
MaB 4
? r °
*
,•t ?f?
Ma6 N
A 3-
?
1c'i4 °' N°P
G.A a,. ?. NoA MaA Ra W
B ??
? ,
1 '• r o
GoA
a
DPA Ma
i ; 4 4: G
Ma A ??.
?. Co

Go
yf€: rt ' MaA 08 AaA MaA
q 1332 B
r; a

Y `,MaB
WaB
y' r, -? ?? Wa8 7<.
Tt
St
:boA
A
MaB' Co

DPA
GoA? F
?
? o
••- MaA GtC2 DPA WaB
? C Ma
DPA aP MaB
a'

MaA No
?Co cam:
NoA

?:
Ra Ma Mae ? t 2 ?' ? j

?

q?A_ NoA pp
* AC
.. Ma6

C1
NoA
Ma6 -,-._
^
DPA ti ?S..; GoQ
o
?., MaB ti 2 • Ra
AaA Ma6
AaA
NoA
'
r
0 4t ` NoA
j Aa Co
1 lf'. p M a A
e - Ud AaA • } Co
,
N
A
.. Tt aP .
oP NoA o
^ y r •:' GoA_
NoAb
.,3,? 'ss 42 Ra MaB
58 StA Tt ,r ,

I
&a Sb•- i :.j ??0 .,z NoA -,1• AaA
P 1 i Tt Got
a AaA
oq t
Y WILSON Q
R . _bti
a. No- G°
Rb' R'
°
• r
Nub Aa, ?a??aP
P
?0
g,.
,b. /) N Nog
i ?
Ffa
Nub IVuB+. s? u
j
?y
? (Joins sheet 5) 323 TL
N
1000 0
X000
1000") r
eeI
1
Sc a le - 1 24 000 ?
WILSON COUNTY, NORTH CAROLINA NO. 1
Office Use Only: 04A9223' Form version may 2002
USACE Action ID No. DWQ o
(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 0 Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
IL Applicant Information
1. Owner/Applicant Information WETLANDS/ 401 GROUP
Name: Bunn Eagles Farm LLC FEB D 12 2004
Mailing Address: 2207 West Nash Street
Suite D
Wilson, NC 27893
Telephone Number: 252-291-1092 Fax Number: 252-291-7899
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: Mike Tolson
Company Affiliation: Green Engineering P.L.L.C.
Mailing Address: P.O. Box 609
Wilson, NC 27893
Telephone Number: 252-237-5365 Fax Number: 252-243-7489
E-mail Address: m.tolsonnusgreeneng.com
Page 5 of 12
M. 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 DSGS 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: Eagle Farm Subdivision Section X
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 3713-57-9600
4. Location
County: Wilson Nearest Town: Wilson
Subdivision name (include phasellot number): Eagle Farm Section X
Directions to site (include road numbers, landmarks, etc.): From Raleigh take the 264 A exit
going to Wilson, turn left onto Airport Blvd. turn right onto Nash Street, turn left into Ea lge
Farm Subdivision
5. Site coordinates, if available (UTM or Lat/L.ong): 77° 55' 45" 36° 46' 00"
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): Portion of 95.4 Acre Tract
7. Nearest body of water (stream/river/sound/ocean/lake): 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: Current use of property is residential subdivision. Wooded
Property with existing sanitary sewer and storm sewer infrastructure installed.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Project will install twin 42" dia. Pipes in existing stream channel that has been deemed
Subject by Raleigh Reginal Office.
11. Explain the purpose of the proposed work: Proposed work will install a road crossing of
31" B-B road section to tie to an adjacent residential subdivision.
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.
This is the first stream crossing in this subdivision.
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.
No future permit requests are anticipated for this project.
VL Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: Proposed water installation will
be installed beneath stream bed and the road crossing will be installed with oversize pipe buried
to allow for stream bed development. Impact to stream channel is minimal.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100 year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts inclu&, but are not limited to. mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplams are identified through the Federal Emergency Management Agency's OTMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 14800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impaled (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
lease specify)
1 Culvert 50 OT of Toisnot Swamp 2 ft Perennial

• List each impact separately and identify temporary impacts. Impacts inclnck, but are not limited to. culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightenmg, etc. N stream relocation is
proposed, plans and profiles showing the linear footprint for both the original. and relocated streams must be included
Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (untamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usas.sov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www,mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 50'
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody

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

List each impact separately and identify temporary impacts. Impacts inchtde, but are not limited to: fill, excavation, dredging,
flooding, drainage, bullheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., damlembankment, 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.):
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.
Subdivision interconnectivity is required by municipality and stream crossinp, is_beina_performed
perpendicular to stream channel. Stream forms property line between the two subdivisions and
had to be relocated to allow correct alignment of two road sections.
VIM 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.
Page 9 of 12

USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
I . Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
*
Zone Impact
(square feet)
Multiplies Required
Mitigation
1 3
2 1.5
Total
Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Residential subdivision with wooded lots and lower impervious percentages (40 - 60%). Level
sgpreaders are proposed at all new discharges and all new runoff will be discharge as sheet flow
outside the buffer areas
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.
All wastewater will be treated by the City of Wilson Waste Water Treatment Facility
XUL Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
60t,.? 1-10-04
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
i
---------------
146
6em
\
O
/ /?'?J a? O t<? 132 o
1 O S z /
?Bp ., • 1332
J' ' w
a Dunn
% Crossroads
o
if N?
a Cem... i .. ?.
1323
? gip./3 \ / .? w• / ` ? t` t ? K
• 3 ?/
71
---
IS/ Y
130 _ I ••.• •C r^.• • I ,°
149
• %54// _ r Gethsemane • • •••••••
¦•
------- -- ?•
EN
0 GAR s a
_ _ _ • 1319
06 42
azz
.. on
i sE>sion cove' 5
Chi o
58 1 1,
< t - •w {NWILS -Ne `!X. / / 1326
` ?.1 . Water L -, 1323 . \\ \
• i
132 x/
CSON f G26A0J f.3 Mi u. s. 264. •
SISSB/ CLAYTON 33 ML =36 55, W/LBANK BM/.
P/NETOPs 17 M/. 238 • 'H*ERbR-ceo CAL s
LE 1:24 000
0
NoA Y
-V
WaB ! ?WaB v
t.u,?
?.
Y NoA

GoA Co
Co

- ?r
f
NoA
,d
j . Ma y (,r

G oA a,
NoA N
A 2 o
StA 9 0
?'o
o
, GoA
?

0
a fir
.o

?
-
? 1 a8

M

.
GoA ?? NoA ' •'" NoA -?"
\ N ?u f 'it ?'
•t
AaA +'?
D
Nob
J
oq
'D
^
, M No
-
?RaF`
??FF ?
NoB
?f _
No
2°'
R
?
? ?
StA
a,
NP
°
,
e
a
' ?
NoA fza MOB ? ? ?. •?' y ? _

4 . _ Was M

`
0
ti WaB AaA .? .9
NoA
0
ca
MaA a r?ta<r>. 9 No A
a6 a6 ? B¢ . ?id NoB.
?..
°, Q
O 136
Y
Rai' )PA
NoA a? y
z .Nos Ra r ?
?
0
MaB ?a }V .. _?:,; ^ _ °P ?
.
?`
V
MaA :? ?F,,?,. . Wa6
• - /

133
2
1310 GtB2
v0
.? Ra Ct
!' GoA
? 4'a
N -
GOA ,E DoA
GoA. DpqFm
.' Q DPA
.fir y Nob
' Ma8 . , , Z.
. f
,?+ MaB N
oA
3-
Q NoIl
z y n NoA MaA Ra y?a6
GOA Ra, &A t: GoA
ti
« )PA Ma G
:, Ma8 A
Co
G MaA V? 06
O
?
f ,y
j AaA MaA
.
,q 1332
B +.:.
w
a
r°MaB Wa6
Was Tt
r
r
Ma8 StA
C.

DPA :
GoA o MaA GtC2 _ DPA WaB
Dpq ? • -?. G'o Me aP MaB
N(a o Ma
y C
o9 , r
' f
No
,yam Co.. MaA
e" Ra
NoA
z,, >
Ra ?:, ?a Mde J, t
N°A '-
D
A
!, . pA! Ma B 't. P

p NoA M a 6 ? -

tt + MaB..
• -pa
f
' Dp? y
AaA `
J U`? AaA MaB
t NoA
NoA Aa Co
,

..
Gt62
t
m
•
?? MaA

?
a
. } Co
Ud 'loA
1?1?F
A
f N
<
Tt Z
.. Q
v
o
oP Noa NoA
p GoA_
a.
, 58 a2 Ra Ma6 StA Tt
,
O w„
-
?
r>
?0 NoA
'°6,? ' . t
.:. Bb AaA Tt
aP + AaA GOA
zWILS
' d NoA Nub ,N 1 4 ' Aa 4a??SaP °P
° b Ur °0 Fia
P
t Nub •
;Nu6' q? 'V
' '
u
r Nub ,
0L ?v n

m (Joins sheet 5)
c?
323 Tt
N
1000 o
b 000
10000 1 (et
1
Scale - 1:24000 2 3 K,l.....ot :rt
WILSON COUNTY, NORTH CAROLINA NO. 1
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No. i.n
Of arty particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
L Processing
Check all of the approval(s) requested for this project:
? Section 404 Permit 0 Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information WETLANDS / 401 GROUP
Name: Bunn Eagles Farm LLC
Mailing Address: 2207 West Nash Street FEB 12 2004
Suite D
Wilson. NC 27893 WATER QUALITY SECT, N
Telephone Number: 252-291-1092 Fax Number: 252-291-7899
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: Mike Tolson
Company Affiliation: Green Engineering P.L.L.C.
Mailing Address: P.O. Box 609
Wilson, NC 27893
Telephone Number: 252-237-5365 Fax Number: 252-243-7489
E-mail Address: m.tolson(a)geeneng.com
Page 5 of 12
M. 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 MRCS 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: Eagle Farm Subdivision Section X
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 3713-57-9600
4. Location
County: Wilson Nearest Town: Wilson
Subdivision name (include phasellot number): Eagle Farm Section X
Directions to site (include road numbers, landmarks, etc.): From Raleigh take the 264 A exit
going to Wilson, turn left onto Airport Blvd, turn right onto Nash Street, turn left into Eagle
Farm Subdivision
5. Site coordinates, if available (UTM or Lat/Long): 77° 55' 45" 36° 46' 00"
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): Portion of 95.4 Acre Tract
7. Nearest body of water (stream/river/sound/ocean/lake): 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: Current use of property is residential subdivision. Wooded
Property with existing sanitary sewer and storm sewer infrastructure installed.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Project will install twin 42" dia. Pipes in existing stream channel that has been deemed
Subject by Raleigh Reginal Office.
11. Explain the purpose of the proposed work: Proposed work will install a road crossing of
31" B-B road section to tie to an adjacent residential subdivision.
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.
This is the first stream crossing in this subdivision.
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.
No future permit requests are anticipated for this project.
VL Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: Proposed water installation will
be installed beneath stream bed and the road crossing will be installed with oversize pipe buried
to allow for stream bed development. Impact to stream channel is minimal.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100 year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, bot are not limited to. mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts dae to both structure and flooding.
ss I00-Year floodplains are identified through the Federal Emergency Management Agency's (MA) Flood Insurance Rate Maps
QMM), or MM-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htti)://www.fema.go v.
sss List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Perennial or
Intermittent?
lease specif
)
1 Culvert 50 OT of Toisnot Swamp 2 $ Perennial

List each impact separately and identify temporary impacts. hnpacts mchrde, but are not limited to culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gam),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/slraightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
*• Stream names can be found on USES topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tgpozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 50'
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, mean, etc.)

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., damlembankment, 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.):
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.
Subdivision interconnectivity is required by municivality and stream crossing is being =formed
perpendicular to stream channel Stream forms property line between the two subdivisions and
had to be relocated to allow correct alignment of two road sections.
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.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federaVstate) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent`s) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ER If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
*
Zone Impact
(square feet)
Multiplier Required
Mitigation
1 3
2 1.5
Total
Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 fed from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Residential subdivision with wooded lots and lower impervious percen es 40 - 60%). Level
Mreaders are proposed at all new discharges and all new runoff will be discharge as sheet flow
outside the buffer areas
XH. 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.
All wastewater will be treated by the City of Wilson Waste Water Treatment Facility
XM. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
-10-04
Applicant/Agent's Signature . Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
DWQ# -0 3 Date Who Reviewed: F
Plan Detail Incomplete
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? 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.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please 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.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
m ca a utfalls on the site plarr----
Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the propose impac s een 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 stormwater 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.
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.

aol
s evv?-e,?,?C, •• YJ?--i,.? e.? lc?t? 3 t 3 3 a . `?1 ?? ? 2 `? ?? U? ??w- ^
5 1?-1 spy l,S Ia??l l
J-T
I-o
i?•

V ,
Fimt.G
UNITED'STATES POSTAL SERV PM 0 r-7
lass l"Mail"?'"T) G2 N1AR . ermit- ?a6??,
4
• Sender: Please print your name, address, and ZIP+4 in this box'
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
* Qomplete items 1, 2, and 3,Also complete :. .
item 4 if Restricted Delivery is desired.
¦ Print your ;name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or,on,the,front if spacepermits. ;
1. Article Addressed to:
Bunn Eagles Farm, LLC I.
2207 West Nash Street, Suite D
Wilson, NC 27893
DWQ# 04-0223 - Wilson
2. Article,Numbw
A. Signature
X ? Agent
? Addresse
B I ed b P 'nt C. Date dr liver
D. Is delivery address different from m 1? 11 Yes
If YES, enterdelivery address below: ? No
3. Service Type
Certified Mao ? Express Mail
? Registered I, Return Receipt for Merchandise
? Insured Mail ?`C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
7002 2412 0003 0275 4254
-rn 3811, August 2001 Domestic Return Receipt
102595-r
DWQ# ®'4 -03a5 Date a - ICt - ()CA Who Reviewed: _?
Plan Detail Incomplete
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? 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.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please 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.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
e in ca e utfalls on the site Planan ----- -
?R
Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the propose imp ac s r een conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the

information as to why it is necessary for this project.
or provide additional
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 stormwater 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 I 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.
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.
a

?c- g r 1

021598
VVETLAN®S/401 GROUP
FEE 12 2004
WATER QUAtITYSE
CTION
FMB, INC. - 2207 NASH ST NW SUITE D - WILSON, NC 27896
46
O -
142.: /43 ? ...
132
.1 ? ?S Z?B? I / / .. • 1332
•.3e Dunn _
' Crossroads
J
olf ?.;.
o?
rse i
r
Cem.•
® ? In ? ??
146 1330 ,,dit-?'''e
1323 5 F
7-
Will
'??, ,:•.' cry i ?.. _?_. ?, J --__ -
r f
s/ t f
C - - -- ¦ ---- K 'yam I x/53
.::' . ..••• f
GethSeMane
Chi
EN ¦
_ _ 0 GAR S t 1329 •
06 42
0 ?? \1 p
J _ _ • I \
!j• ••i i on
j $(iHst'ation • -1,=°,= oov
WILSON
y_
? ? • W ?N ^ Tce /4 ? /• / / 1326 /'' ?
• ,. ` Water L -' 1323 . \ \
? . ?. w. f o 132 •
CSbN f:62b 10" 7.3 Ml. U. S 2b4 •
1. :
bl6S N/ CLAYTON 33 M/. ¦36 55 W/LBANK B M/.
P/NETOPS 17 M/. ¦38 • INTFMOR- Eo CAL 6
LE 1:24 000
0
NOA
Iu
Wa6 WaB
v
.? f NOA
Go A Co v La
NoA
i • Ma y Gr
? I
"
'
J •
?
GoA
NoA ?,. 0,9 I

T G'

o
? NoA ? StA O
? GoA I

o

` MaB
GOA ? NoA..

N NoA a q,ttgi,
r?
? rAaA .,4F

O

a _ NoB

StA NoA
R#
?
t Ra s NoB
Nob 20 k $ ` NoP

_ WaB o WaB AaA
N

V
k MaA w oA
a
ka,-. NoA
a8 a6
ti NOi.

138 W
.
' NoA Ra ? ` ? a0 ?, DPA, NoB Ra r ??".
/

.
_
.?.,.
Ma8
G oP
•, r' v MaA
Wa6 • • '

733
7310 ? t8
2
Ra .. ?a ? _ J'. GoA BOA .? GOA
t Dpg
I
GOA. DPAF Q DPA NoB lip'
'Ma 6
• P
P m t 'f MaB NoA

GOAa,, d
a + NoA No
MaA Rae Wa6 ` GoA
e
DPA
.
Ma
t 4.
G.
? MaB A
.1FS
lm Co

CO MaA1 06 .y
_y
AaA
MaA
9 1332 aB F
a a
t

*
Wa B 1
Tt MaB WaB
Z
y. S
to
'

a Ma
B -
Co
b ., DP r

w DPA
GoA o MaA GtC2 DPA Wa6
DPA G Ma aP Ma6 '
a o Ma
MaA N. ?
9 Ka' 110A

v Ra Ma Ma9 t 2 ! S

MaB qaA
NoA
DPA
\?A f.
st ? ?
a
a °. ,G a
NoA
Ma6 • _
DPA i
?,
:r MaB
2 l b ti
ti? - ad
ti 2 Ra
4 Rol p, v ?' t NoA AaAI AaA Ma6
o ¢ ?. 2 NoA y
.
Aa Co
Gte2: "' No w ?e
MaA

oP NoA
NoA N NM
oA ,-•? - GoA-.
. 42 Ra MaB
H
T
StA t q

eb ?
'
? M _ AaA y
? . Tt Goc
0? .
r v > ;( --WILSON
? Pa? AaA
y r
A.'

a
oP ti
NoA Co'
?
r N
,•
Rb-
ti0 ,i
NuB
'
t
A; • aO?aP P
?
°
dF e :;?b ,
'y
y ., Ur t.,
X06 ? . ?
'FFa
X7`3
? ? NuB . 1
?L ?N ti

m

(Joins sheet 5)
323
Tt
cl ,
N
1000 o
000
lono,,) t eot

ScJ le 1 :24 000 2 s Ki! i
WILSON COUNTY, NORTH CARO LINA NO. 1
EROSION CONTROL NOTES:
SEEDING SCHEDULE
" a DRAINAGE SCHEDULE SEEDING AND MULCHING TO BE APPLIED
UC SEEDING (PERM.) TEMPORARY SEEDING (FALL) ~ ~ ~ WITHIN 15 WORKING DAYS OR 30 CALENDAR / ~ STRUCTURE TOP INVERT
sEmwc 1. OITAN oRADrIO PERMrt, sEEDWC IKx1URE ~ ~ ~ DAYS (WHICHEVER IS SHORTER) OF ALL LAND
2. CONTRACTOR SHALL VERiY tDCAlION of ALL EKLSnNO ununES PRIOR ro SPECIES RATE (lB/ACRE) SPECIES IGTE (L8/ACRD C0411ENCM10 OOIISTRUC110N fr CONTACTING UI.CO (1 100 IJ1-11Nj. ' / ~ DISTURBING ACTIVITIES NOT PREVIOUSLY / ~ ~ ~ p1 ~ 1 129.00 125.00 / ~ ~ sTAeluzED.
TALL FESCUE BO ~ 1Z0 J. WSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DVERSIONS, SILT / / / / ~ - DI ~2 129.00 126.35
SERKSA IESPEDQA JO FENCNG, SEDMENT BASINS OR OITIER MEASUISiS AS SHOWN ON THE / / ' ~ SILT FENCE TO BE INSTALLED AS SHOWN OR / / l / I i
KOBE LESPEDEIA f0 SEEDING GATES A/PR04ED PLAN. CLEAR ONLY Ai NECESIARY TO NSTALL ilifE OEMCES. / / / _ o DI ~3 128.50 125.00 AS DEEMED NECESSARY BY VISUAL
SEEDING NOTES MaWTAWS-Al1G. 1S- DEC. 15 1. BEON ClFAA1D ORUM110. MALAYAN DEVICES Ai NEEDED. ROLIOH COASTAL PLAW AID PEDMONT-AUG. 1S- DEC. JO GRADE 1. FROM SEPT. t- MAR. 1 USE uNSCARIFlED SERICEA SEED. SOL ~ A SUBIUZE SRE AS AREAS ARE BROl10HT UP TO FIIISH GRADE WITH / / / I ~ y OBSERVATION. ~ a~ / / ~ I l ' ~
2. ON POORLY ORNNED SITES OIKf SERKS'i1 AND WCRFASE KOBE TO JO LB/ACRE. YfOETATION, PANNO, DITCH LMYNOi, ETC. w~HEAEU~~T APPEARANCE a DESIFD, OIMT SERKFA ANO NCREASE KOBE FOl1DW SoE TESTS OR APPLY 2,oOD Le/ACRE GROUND AGRICULTURAL LIMESTONE AND >t / / / I ,ze ~ / I I I ~ ~ SILT FENCE
1,000 u/ACRE 1o-fo-lo FEmutER. ~ ~u a o ~ ~ ~ ~ n / ~ ~ /
NURSE PLANTS OOMPLFiELY, CALL FOR /IIPEC11011 M DAARONIIEIITAL YMPEOtOR. MULCH / / / / / I I ROCK CHECK DAM O
BETWEEN APR. i s AND AUG. 15, ADD 10 LB/ACRE GERMAN MIl1.ET OR 1 S LB ACRE 7. P SITE IS APPROVED, REMOVE iEMPOAAIfY DIVERSIONS, SILT FENCNG, SUDAiIORASS. PRIOR TO WY 1 OR AF1ER AL1G. 1S, A00 2SL8/ACRE RYE (G~AI+). APPLY 4.000 l8/AC~R~E S~fRAW. ANCHOR 5TAAW BY TACKING WIiH ASPHALT, NETTWG SEDIMENT BASNIS, ETC., AND SEED OLR OR PAVE ANY AESULTWO MRE ~ / i I
OR A MUICN ANg1011M10 TOOL. A DNIf WRN BLADES SET NEARLY STRAIGHT CAN BE AREAS ALL REMAINNO PERMNIENT ER0910N CONTROL OEWCO (MJCN AI SEEOMIG aTES USED AS A iAIICN ANCMOIS/1G i00L VELOGTY DISSIPATERS) 9Ii0UlD Sf NBTALLED NOW. i / / ~ / INLET PROTECTOR i i / ~ , 1 I. ~
BETE POSSKII.E YAIIIFNANCE 1. WHEN VECEUTION HAS BECOME ESTABLISHED, CALL TOR fWAL IRE ~ ~ i / ,ti / ~ C'.' \ i ~ / ~ / ~ / ~ ; DISSIPATER PAD
FALL:Y ~ SEPf.11- if>•f. JD SEPT. 1-OCf.JI ~ ~ D~ LATELY. TOPORESS WITH 50 ~ ~ ~ ~ 144 i / ~4 I ( /
LB ACRE OF NRROGEN W MARCH. li R 15 NECES'wIRY TD EXTEND TELPaRARY COVER / / ~ SEDIMENT TRAP ~
~ ~KOReAS'w p1alRANq so u ACw Kuo~lE A ~COYA4T SqL AMEHOMENTS ~ 1 33 J \ I 1'. ~ 1 I / / / V ~ -
APPLY IIYE ANO FE1tfMJIEN ACCOIDMIG TO SOIL TEST. OR APPLY J,000-5,000 Ll/ACRE \ aROLWO AGRICIiTIl1Al LltiEESSTOIE (UIE 111E LDWETt RATE ON sAIDY loll) AND 1,000 TEMPORARY SEEDING (WINTER/EARLY SPRING) , ~ ~ h ~ I I ~ / i ( I ~
WAaE 1o-10-1o FE~rEmpE ~ \ , 1 I / r _ _ _ a SEC. A A N000, GRATE t FRAl1E r / / I ~ ~ 1 ~ ~'wa.Mew.oxaKel
fPEC1E1 RATE (LI1/ACRE) I ti
APPLY 4,000 LB/ACRE CRAW STRAW OR EQUIVALD1f COVER OF ANOTHER SUITABLE ~ CRAW 120 YIA.CH. ANCHOR STRAW BY TACKNG WRN ASPHALT, NETTNG, OR ROVMIP OR BY CAK1P- ,~y~ (KOBE W PIEDYOIIIT ~ h I I NFfW TREE LWE ~ ~ \ d.
NG WiTH A YIaYGI AIIGIOR/1G TOOL A D11L WRN BLADEI SEf NEARLY SIRAIGHi CAN yip COASTAL PlAJl1. KOREAN ~ UiED AS A MACH ANGIOMiO 1001. N YOUNUNi6) 50 ~
YIWfE1NNCE OMR ANUAL IESPEDfIA WHEN DIIRIJION TEMPORARY COVER IS NOT TO EXTEND ~
IF CROWN IS LESS TITAN fIJLI.Y ADEOLNTE, REFETTiILLIE W THE SECOND YEAR, ACCORD- BEYOND JUNE. / , ~ ~ 1 l 32 ~ ~ i ~ ° I I I i
NG TO SOIL TESTS oR TDPORFSS WRN SOD WACAE 10-10-10 FERiSJZEA. LK1W As aTES ~ NEEDED WHEN SERICEA 6 OARED FiK1Y TI# IF1TIli. RESEID, FE111RE, AND S.Y. CLASS 1 I ~ i I ~ 1 ~ i X11
MU1CH OAWCEO A1Fllt IitED1AlE1~ IKIUIIUNS- ABOVE 2500 Ff: FEB. iS - WY IS A STONE BEIDW 2800 FT: iEi. 1 - YAY 1 1 - ~ ~ PROS. uwTS of ,1 ~ 1 ~ ~ t
PIEOMONi- JAN. 1 - WY 1 I o~sTUR 'ti° I \ I , f!•~ ~ 1 A A
TEMPORARY SEEDING (SUMMER) COASTAL I'IAIN - DEC. i -APR. is SEEDING IOIRIF ~ ~ ~~51 STONE I I ,/„e ~ 1 ~ I 1 I
SPECIES RATE (ll/ACRE) FOLLOW RELXILIIFNaTKkLS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURUL t I ~ ~ 1
GERWW MILLET /0 LBIE510NE ANO 780 la/ACRE 10-io-1D iERIl1ZEEA. ..,'i7"~.' ~ ~ A 51011E J+ I I ~ I l ~ r \ I / ~ 11 ~ I \ 1 ~ I 1
.y ~ ? N THE PIEDMONT AND MOUNTAWS, A SMALL-STEIIIED SUOWKiRiASS WY BE FlAW t;',• N ~ •140
SL1BS111U1ED AT A RATE Df 80 t8/ACAE : w ' / APPLY 4,000 LB/ACRE STRAW. ANCHOR SiRNF BY TACKING wml ASPHALT, NETTWG, / r I I ~ ~ 1 l r 1 I 1 it
SEEDWG aTFS OR A INILCH ANCNOAl10 TOOL A DIBL WRN tAEES SET NEARLY STRAIGFR CAN BE USED AS A MIl.C11 ANCNORNO TOOL / ~ / h u ? I i ~ ~ I ~ ~ ~ I ~ 1
YOUNTAWS- MAY 15- Al1G. IS ~ 38 / PFDMONf- WY 1- AUG. 15 1 / ~ ~ 1 l I ~ 31 I 139 / / / 1 ~ ~ \ I ~ ~ 1 ~ 1 / \ N n V7 1
COASTAL PLAN- APR. 18- AUG. 15 REFERTILIZE W GROWTH IS NOT FULLY ADEQUATE RESEED, REFERt1JIE AND MIN.CH / / ~ ? ~ \ I B S I it / ~ ~ ~ ~ 41 a IIIE
IMIEDIAIELY FTxlD1111IG ERO1foN aR rnlFa ONUGE ROCK CHECK DAM / / SOIL AIIIENNOMO,TS , / / / / / / 1 I \ \ ? ? 1 r ~ ~ w,aor Corr cPa a uaN / / 1 / 1 , + ~oaNaraalKnre
FOl1AW RECOIYIEIIOATIONS OF SOIL iES15 OR APPLY 2.000 LB/ACRE GROUND AORICULiL1RA1 Ll1E1T01E AND T'80 LyACRE 10-10-,o FERTKJZEx. No co a 1~:
/ / MULCH / / / / / ~ I 1 ~ I / / ~ I I
i I ? 1'y / / ` I I I
APPLY 1,000 lB/ACRE S11iAW. ANCHOR S1Wrfl BY TACKNG WITH ASPHALT, NEITWG / / OR A iNACH ANCHOIING 100E A OIS1L WRN BLADES SEf NEARLY 5TRAIOHi CAN BE ~ / ~
USfO AS A MIJLCN ANCNORNIC 100E ~ / / f ~ / / ~ ? / ~ ~ / ~ I i ~
MAwTENAIICE / / / , / ~ / a- I I I ~ r ~ I I
REFT]T1N1ZE IF a+DwTH IS NOT FULLY ADEAIIAiE RE1T•71fRJ2E AID MULCH - / / / wliaAmY FotLaWlNC EROSION aR on1ERR DAMAGE ~ / / /
j - / / / / ~ ~ 6~ i ( ~ r I I / i ~ I / ~ 47 1 I i
- ` ~ - / ,~s ~ ~ i I i .n ~ r
/ ~ i/ / j i ~ / / ~ ~ 1 n ? I ~ N ,
l ~ / / ~ , / 1 ~ h ~ e.~1tATI0N , / I / n
l l i ~ i ~ ~ i
~p~ ~~,/U / / / / ~5°' / Al If'1~ / D PREP / ~ / / ;3a" / i / ~ l r i 1 CATCH BAS I N / ~ / 1 ' l l ? ~
' / / ~ / ~ v? 1 ~ ,x No sao~. ~ _ 1 I J
1, CHISEL COMPACTED AREAS AND SPREAD 10PSOL J NCHES DEEP OVER ADVERSE soli / / / / coNOmONS, i AWIAM,E / / ~ / / / ~ ~3 ~ i 1 i 1 ~ ~
~ / / / 2. RIP THE ELAINE ALFA To / wcHES OEP1H. ~ - ~ / / / / / / / i / / ~ I
J. REMauE ALL LDOSE RDCx, RooTS, AID onFR ~ LEAVING SURFACE / / / / , , / i / ~ ~ / uP51PlEw ENO ~ IIf/W O~MMI ~ 1 / ~ ~ >ifO~N OMM >CP0~1
REASONAILY SMOOTH AND tWfOirl. ~ / / / - / 1 i / J - I`
1. W YY AG ~uLTURAL EWE, FERTILIZER. AND SUPEAP110SPFMTE UWFORiiLY AND / / / / / / / / (SEE eEUOwI / / ~ ~ 1 / l I ora PLOW ~ ~~x ~ t f i ~
- Y UIGFORY ~ ~ / / / / / / S. CONTWUE IYlAGE UNTL A WELL PULVERIZED, FIIA IFA5011ABL , N ~ i ~ I o } . ~ ~ n
S®iD F PS1PAlFD ? 10 1 NGEi DEEP. / ~ / / / / ~ ~ 1 \ I ° ~ 2>i 1/~ PIPE
R SEED ON A fRESIiLY PREPMRED S®BED MO OOrEit SEED LIGHTLY WRN SEEDING / ~ / / / EOLIPIFNT Oil CUl11MC1I AF1EA ~ ~ ~ / / I 1 1 I ~ ~ i ~ .
7. MJ<CN WI1FI AIPHABEi1C MATERW. ~ ~ / / / ~ wJLCH NumIAmY AFTER SEEDGID AID ANCHOR ~ M / ~ / - PRpp. y ~ / ~ I . O orw I I i 1
(MLRCH SHALL NDT BE CFr/mj / r i ~ / / ~ Enir 1 ,ti 1 1 ~ ~ ` i`, , _
a WsPECT ALL sEEtxn ALFAS AiD MNiE NECESSARY REPAIRS oR RESEEDINGS WIf11N THE PlAN11iG SFA9oIl i Poss11J: F stANO s11aILD aE EVER eoefi / / ~ ~ I S ssEM N ! ~ 3f ~ E1c1EMOR
DAMAGED, REESUBtaII RDlloWli/ DRIONAI Eli. FITl111121R AND SEmWC , / ~ I EMS AAm. +o / / / l I / ~ ~ C!" ~ ~ N - 1~ EIfRwO~ 11~A1lOal ~ I ~UIB' ~OTTp1
B. CONSULT CONSEJNA110N WSPECTOR ON YMNIENAICE TREARFNf AND FERTILIZATKxI / / / I ~ i w ~ I - / I Of PLY
AFTER PERMANOrt CorER ~ EsTAetr3tFD. / / / ~ PROP. 20 / / / / j II ~ ~ ~ I
APPLY: AGRKX1L1llW. LIIESioNE - 2 tONS/ACRE 1~9/ / / / FERTILIZER - 1o-lo-fo ANALY51s Ar loo - iooo LBS. ACRE / ~,J I I ~ i ~3ti ~ ~ ~ I I \ a ~ ~ I 1 srm PENCE aE"0iw+ ~ ~ ~ i ~sr o~ sTnw
suPERP110SPIbL1E -500 LBB./AICRE aF i01i ANALY9S iE MULCH - 2 TONS ( 1D SMALL GRAN sllaw/ACRE / / / / I ~ 1 ~ ~ 1 v I v ~ ? y
ANCHOR -TACK WITH UOUD A91MLT Q iOD GNIDNS ApF OR / EMIBSfiED As+1Atr u JOD rxiaa/ACRE / i / /
~ / ( / ~ / I ~ \ ~ 49 ~ 1~ ' ~ ~ I I arEePi:ow
/ ~ ~ ~ ~ ~ ' B / 28 M I I
/ ~ / % v ~ / 50 ? \ ~ J PIPE 50 ~ I \ ~ ~ r~, , I
55 / ~ / ~ ~ ~ 52 / / 51 / / \
54 ` 53 ~ / ~ / / \ ~ ~ I , I ( ~ ~ ~
H / / / / / / / \ ~ ~ ~ WI~SFIED STONE
/ / / / / , / / } ~ I 1 / ~ ,,aocu w~„oa,a ,,,~ow,,~ ao~+ ~yh ~ I , ~ N+E MET CLOM
/ / / / ~ 1 ~ I I I
I / / / ~ ~ ' ~ - I ' ' i T R INLET PROTECTOR i PLYWOOD STONE FL E
25 x50 x6 TEwIPORARY / / / ~ ~ ~ GRAVEL CONSTRUCTION / PROP. U~117'S OF • I I \ I , I ,UNITS OF )P \ I I
~ VJ ~ / / pI5TUR8ANCE ~ NRBANCE ~ f I I I No Sool~ ~ ~ 21
say , I I I I ~ i
~ ~ / . ~ ~ 3 I 1 ~ .J ~ , ~ r..' wood P~,IE
\ ~ ~_B _ _ S+DD hh " ry ~ ~ ~ „M h 4?DD '4 7 ~ h \ ~ ~ ~ 5+00 . I .ti V A ~ ~ I
~ ~ ~Q~ Mf Ql-_ 14,Op . t ' ~ ~ 2 m W 13A 'S7 ~ ~ i \ ~
-36i ,tip ~ ~ I F~eac ~ I ~ I _
? • ~ i;~. / dD' ~ I
w ~ ~l _ ~ ~ /
X16 /
PROP. I1S OF ~ i 11~ , J 1 1j / ~ 3~ 26 ~ I t I I 11 I / I I I I
a ~ ~ pISTUR / ~ \ ~ ~ ,ti / , G / ~
r I/l / / IlC.0.QT ,t ~ / / ~ ~ ~ / 11M1ED iAI~C ~ ~ ~ ~ ~ / `Z DIgP MEf
T~ ~ 9 / ~ ~ / ~i ` ~I ~ ~ wflN CNA1E
\ \ ~ / / '~dL^---- ~ ~ - - ,s NEW TREE LINE
e 25 ,ry PNAYE
APPUGIBIE AT ALL P0/114 OF MOREff ! E11GIlE UITL SIZE N STAWRED. ~ \ \ 4/ ~ ~ FTFgIr11Q CNlxq 0/ At OBit AM 11~T rAIAIWICi IBRf ix PSAiRDED. / \ \ \ ~ ~ ~ ~ 23 24 / ~l 50 NEUSE BUFFER
A N.C.DA.T. ! 5 OR + 67 WASTED S10NE DMII BE IRED. ~ \ / ~ i / ~ S0 ' I 0~~ _ _ ~~ti~ ~
MD 10 IE 00'L w 7011 r 1'b 21 ~ \ i ,2~~ ~
0. 1llyri0 MDIRi SLRICfIQ ib AOCa11001TE IARBR 1fUCllS \ i / ~ /t 6 lb ~ MOLIIDED. ~ q/ / i ~ 1 ~ / ~ ~ / ~ /NEW TREE LINE ~t? _ ~ ~ FFFFF~F FAi~i - r~
C. OITBNICE(S) SlI01lD BE IDGTED 10 PIIOUOE F01 ~ / ~ / i ~ E~Ci10N TBd ~~Itv I t ones
U1117A1ION h ALL OONS'IDICIION iBUCILS. / ,~ti ~ / 0. IIbT ~ WNTAIFD N A OOIDIIION WTi;11 WLL PREVENT TRACKWG ~ ~ ~,9/ /
OR O~CT ROW Of 1MfF1C 01110 SIIFEI3. 1010010 10P DREZ9IIG X131' ~ / ~ / / WRH 1101E WLL BE NEEESIAFY, KE8 !OW ON MUST BE CLFiYIED ~ - ~ ~ ' / ~ / - 6~ 1 ,z I I c ~ ~ . - ~ FEB 10 2004
E ANY YAlE1M1. •iCM 1111 IMIBf f OiiFO iFE ROAD ~ /
Y~lEL1t. / 9' ~ ~1 ~ ~ 126' , . .p ~1~ F - i /i ~ e , - green Englneelmg, P.LL.C.
~ _ -
ANCE _ ~ CONSTRUC ~'f~~~ TION ENTR 128-, ofiiV ~w^~ - ' - ' T PROTECTOR DETAIL NLE ENTRANCE WIDTH DEPTH END WIDTH LENGTH
No Scale I ~ ~ _ - N~ s~cxE
- ~ - - -12fa- - G~~ ~~I~'11 I GFT~-~- ~1JO- 10' 1' 4' S0' o ~ ~o too goo >too
FEYM N DATE BY DA16 N0VEMIM 200
~p? s'~'Oy GREEN ENGINEERING SECTION X REVISED PER SIDE COMMENTS 1-6-04 MDT wb~.E PROJECT No: BUNNE 03-141
CADFlIE: 03151aml4"
WATER, WASTEWATER, SURVEYM PLMWiNt3, PROJECT MANAGEMENT EAGLE FARM SUBDI~ GiADING / S & E F.B. f 677. 10 HOW. r'W ASCII FILE:
PLOT DATE: 2-6-04 MT BDIVISION PLAN wo. W.
1 ~ 300 K DOL.DBBOFiO 8T. P.O. BOX Q0~ VII~SON, N.C. 27603
8 qtr' TEL [phone] FAX [phone] C~FRCE OG~IQCOAA CITY OF WILSON WIL.S ~N' Np~ p~ I,' I~$T NQ cr WILSON COUN 1 1O l n CA~IVUNA

EROSION CONTROL NOTES:
SEEDING SCHEDULE
DRAINAGE SCHEDULE SEEDING AND MULCHING TO BE APPLIED ~ °
CTION NC SEEDING (PERM,) TEMPORARY SEEDING (FALL) WITHIN 15 WORKING DAYS OR 30 CALENDAR ry ~ ~ ^ STRUCTURE TOP INVERT
sEmwc MnTru~ i. QB1NN oRAORIG PERMrT. sEEDw+c MO(1URE / ~ e DAYS (WHICHEVER IS SHORTER) OF ALL LANp
2. CONTRACTOR sHNt VERIFY LocAnDN of ALL EKISTINO ununE6 PRKNI To SPECIES RATE (u~/ACr:E~ sPEaES RATe (Le/ACRD corwF~NCINO coF~siwucnoN rv coNTACTi?a uLCO (1 eoo a~-~). ' / / ~ DISTURBING ACTMTIES NOT PREVIOUSLY / / / ~ DI ~1 129.00 115.00 / / ~ STABILIZED.
TAIL FESCUE 80 ~ 110 l 61STALL GRAVEL CONSiRIICTION PAD, TEMPORARY DNERSIONS, SILT / / ~ / ~ I DI ~2 129.00 126.35
SERICEA LESPEOETA JO F19LCMIG, SEDMENT BASINS OR OTHER MEASURES AS SHOWN ON THE ~ ~ / SILT FENCE TO BE INSTALLED AS SHOWN OR
KOBE IESPEDELI 10 SEEDMLG OAIES APPROVED PLAN. CIEM ONLY AS NECEBBAM TO BISTAII TFK,BE DMCES. ~ / ~ / ' 01 3 128.50 125.00 AS DEEMED NECESSARY BY VISUAL ^ / ~ o ~
SEEDING NOTES MOIMITNiLS-AUG. IS- GEC. 13 4. BEGIN CLENBNO AND ORUIBINO. MAINTAIN DEVICES A6 NEEDED. BOUGH ODA4UL PIAM AND PWDYONf-AUG. 1 S- GEC. 30 OMDE ~ 1. FROM SEPT. 1- MAR. 1 USE UNSCARIFlED SERICEA SEED. a STABILIZE STTE AS AREAS ARE BROUGHT uP TO F6NSH GRADE MTN ~ / ~ ~ / ~ ~ OBSERVATION. , ~ / / ( I ~z
1. ON POORLY ORAINEO STIES 01Mf SEPICEA AND MICREASE KOBE TO 30 U9l/A_CRE. SOL AYENDI~11T5 3. WHERE A NEAT APPEARNICE ai OE56aiD, OYR SER1CEl1 AND INCREASE KbBE YEQETAIKIN, PAVM10, DITCH LIIMIKI6, ETC. / ~ I ~ Sze ~ ~ I I I i SILT FENCE
TO /0 LB/ACRE FOLLOW SOIL TESTS OR APPLY 2,000 lB/ACRE GROIINO AGRICULTURN. LIMESTONE AND 1,000 LB/ACRE 10-10-10 FTA1LJtEA. a WHEN CONSTRUCTKkI IS COMPLETE AND ALL AREAS ARE stABOJZED ' ~ ~
IN1RSf PLANTS COMPLETELY, CALL FOR 6gPEC110N N DINRONMEiITAL 6l9PED1'011. MULCH ~ / / / / ! I I ROCK CHECK DAM O /
BETWEEN APR. 16 AND AUG. 1D, ADD 10 LB/ACRE GERMAN MILLET OR 16 l8 ACRE 7. W STIE M APPROVED, REMOVE TEAIPORAIPf DAIER6WN1, 61Li FENCING, 6LlOMIQRAS6. PRKW TO WY 1011 AFTER AUG. 1S, ADO 2518/ACRE RYE (OkAW). APPLY 4,000 t8/ACRE STRAW. ANCHOR STRAW er TACKING WITH ASPHALT. NETTING 6EDRIENT IAlINB, ETC„ AND TEED o1a oR PAVE ANY RtwL11N0 NRE I I t i
OR A MUICN ANCHORMIG TOOL A 0161( WRIT BLADES SET NEARLY STRAIGHT CAN BE AREAS ALL REMNWNG PERMANENT EROSION CONTROL DEVICE6 (WCH AS SEEDMIG DATES USED AS A IKII,CH ANCHORNG TOOL VELOCITY DISSIPAlER6) SHOUID IE W6TALIED NOW. ^ i i / / , INLET PROTECTOR
BEST POSSIBLE MAYREINNCE a WHEN vEGEUTKkI HAS BECOME ESTABLISHED CALL FOR FIiML 6RE ~ / ~ ~ i DISSIPATER PAD
EARLY SPRING: fT]3. iS- MAR. 2D FTH iS- APR. 30 N6PEC110N BY DMRONMENTAL alIPECTOR. ~ ~ FALL: SEPT. 1- SEPT. >Q SEPT. 1-~OCT.31 ~ ~m ~ ~TELY. TOPDRESS WRH SO 14a 1 / / / ~ ~ i / _ 14a I ~ / ~ ~ ~ / / r ~r
L8 ACRE OF MfIN00D1 W MARCH. IF R 1S NECESSARI' TO E1fTD1D TEYP'ORARr COVER ~KONI'A~II SO l8 ACRE KOBE_~MEDYONT AND COASUL 1 1 i l 1 ~ ~ x' SEDIMENT TRAP ~
SOIL AMEIIDIfHTS M IAIE F~~RRNNRRII'' OR EARLY PARCH. I ~ 33 ~ I I , ~
APPLY l1ME AND FT7TTMJZER ACCOf61MIG TO SOIL TEST. OR APPLY 3,000-5.000 lB/ACRE ~ \ GROUND ACAICILTUMI u+ESroNE (uBE D1E LDiI~EII wuE oN sAIDY sas) AND l,oaD TEMPORARY SEEDING (WINTER/EARLY SPRING) q ~ I / ~ I ^M'~, / ~ 1 / ,o , ,
l8/ACRE 1o-1a-lo FonuauL ~ ~ f , " ~6 SEC. 'A-A' H000, GRATE ~ FRAME ^ I 1 ~ ~
fPECI[6 RATE (V/ACRt) I ~ i
APPLr a,ooo Le/ACRE GRAW STRAW OR EQUNALENT COVER of ANOTFIER SUffABLE ~ (CTWN 120 MJICM. ANCHOR STRAW BY TACKING MTH ASPFMLT, NETTTNG, OR ROMNG OR BY CRIMP- ,rya L~EIA (KOBE W PIED110NT I I ~y TREE LINE \ ~ d. S - ~ ~1
LNG WTM A YIJtCH ANCHOR6IG 100E A DBi( MTN BLADES SET NEARLY STRAIGHT CAN ~ PIAM, KORAN BE LASED AS A IAILCFI ANCiIOR111G 100E LN ygNT~) SO ~ I ry ~ \ - 1
Wy(TEINNCE OMff ANLLIL LESPEDfU WHEN DURATION TEMPORARY COVER LS NOT TO ExTENO to / \ ~ ~ t /
IF CROWM IS 1E55 1MAN FULLY AOEOWTE, REFERTMJIE W TFE SECOND YEAR, ACCORD- BEYOID BRIE. ~ c, ~ ~ ~ I 32 h ~
6LG 10 SOIL TESTS OR Tl1PORESS MIN a00 l8/ACRE 10-10-10 FEATIUZERR. MOW AS SEEDNG GATES NEEDED WHEN SEAICFA IS 016TTED FifOY 1FE MOTR~. RESEEA, FTOlftJZE, ANO S.Y. CLASS I @. 1 ~ I w 3 l I f 1 Ilf
NCH DALIACED AREAS 16VaFDM1ELY. MOUNTAINS- ABOVE 2500 FT: FEB. 13 - WY 1S A STONE BE1DW 2500 FT: FE>l 1 - YAY 1 \ PROP. uwrs o~ , I ,p J ~ f p ~T
PIEDMONT- JAN. 1 - WY 1 TEMPORARY SEEDING (SUMMER) COASTAL PLAN - oEC. 1 -APR. la I ~ ~ I ~ I ~ f1•' ~ i ~ A A
g~,D ~ FED t 61 STONE ~ ~ ~ / I ,/rye I - ~ ~ l ~ ~ i 1
SPECIES RATE (L$/ACRE) FOLLOW REWLNIFIJOATK~IIS OR APPLY $000 LB/ACRE GROUND AGRICULTURAL •~.~i;¦.•. t ~ I I l
l1LESTTONE AND 7S0 LaA/ACRE 10-1O-io FERf612ER. ~Z'~ S.Y, CLASS GERMAN MY.LET 10 FLOW .y^.~. y~'~'s~~~ A ~ , / ~i 1 I l ~ ~ f f i ~ 1 I 1 ,d
W THE PIEDMONT AND MOUNTARS, A SMALL-STElNIEO SUDANGRISS WY BE ~I'.:r.,• ' / •140 / ~ ~ ~ ~ 40 ~ I ~ I l mr
SUBbT1TUlED AT A RAZE Of a0 LB/ACAE =~!:.r APPLY 4,000 LB/ACRE STRAW. ANCFIOR STRAW Br TACK0IG WffH ASPHALT, NETTING, ~ ~ n ~ I ~ 1
SET:DING DATES OR A MUIGI ANCIDMNG TOOL A DEGC MiN BLADES 5ET NEARLY STRAK;Hf CAN BE USED AS A LMA.CII AMTJDIMIG TOOL / ~ r f l - a I~ ;l
MOUNTNNS- WY 15- ALIG. iS ~ 139 / PIEDMONT- WY 1- AUG. 15 / ~ ~ l ~ ~ 1 3t ! ras , ~ ~ ! ~ ~ I , I ~l M.AN
COASTAL PLAN- APR. 16- AUG. 15 REFERT6JZE W GROWM IS NOT NLLY ADEQUATE RESEED, REFERTaJIE AND MULCH L1rIEDNTEI.Y folLOMNC ERO6DN aR QTNOt DAMAGE, ROCK CHECK DAM / / ~ ~ ~ 1 I I Nm 1 ~ i ~ f ~ ~ f 1 ~ r i -
SOIL AuENDMOrrs , / / ~ ~ ~ ~ ~ I ~ ~ I x n f 1 ~c . ~enia? ,car as a ua
FOLLOW REfAMYENOATKx+6 OF SOIL TESTS OR APPLY 2,000 lB ACRE GROUND ~ / No Scale i , AORIaILTLAIAL LWEETOIE AND Tao L8/ALrfi[ 10-10-1o FERn$EER. / ,3B" i / f/ ~ti3e / ~ , ~ , I I 7
MULCH / i' ~ / / I P ~ I ~ / G I I ~
/ / APPLY 4,000 LB/ACRE STRAW. AMCIiOR STRAW BY TACKNG WTTH ASPHALT, NEITOIG , / ~ ~ I I _ / ~ ` i I r i i i
OR A IAACH ANCHORMIG TOOL A OBJf MiN DAOES SET NEARLY STRAIGHT CAN aE / / USED AS A MIXCII ANCtL01MIG TOOL / ~ / o { ( i ~ ~ ~ ~ I 1
/ ~ ~ ~ ~ ~ / ~ ( l 1
/ / / / / / ~ l I ! i / I ( I. I i ~ ~ ~ I I I r
REFERTILIZE W GROWTH IS NOT FULLY ADEAWTE. RESEID. REFERT612E MID MULCH - - , ~ ~°j ~ / / / WLIED111ELY FOLLDNMIC FR06KN OR OiNER DNMGE / / i / ~ r I I
/ / ' y / / / / / i i I I ~ ~ 47 1 I I
~ ~ ~ i ~ I I / ~ ~ ' ~ \ J
/ ~ / / ,rr/'~/ ~ i ~ ~ I I
~ ' / / / ,~5 / ! / / / / / / ~ N / ~ , ! N N 8.k11A110N ~ ~ ~ j ~ - n l
~ ~ ~ / / / J i i 1 i
1 1 1{~ i / / / / / ~ CATCH BASIN
~ / / / 1. CHISEL COMPACTED AREAS AND SPREAD TOP901L J YrC?IES DEEP OVEN ADVERSE SOIL / / / / 3/ ~ W~ I I ~ ,~o No Scow
COiDRIONS, iF AWYAE#E / / / / / / / ~ / ~ I
2. RW THE ENTIRE AREA TO 1 INCHES DEPTH. \ - / / / / / / / /
J. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE / / / / l REA60NABLY SMOOM A10 L6+IfOQM, / / / ~ ~ ,tip ~ / . ~ ~ ~ 1 uvs>wFw ao aF ~rolr+ aMr+ ~ ~ ~ I ~ of maw o~w
4. APPLY AGRKJJLTURAL UIIE. Fl]ii112EA, ANO SUPERPFiOSPFNTE INIPORIILY AND / / i / ~ ~ ~ 1 / I
161E MiN SOIL (SEE MLAIW} N / / / / / / / / / ~ i ~ I ~ ~ / ora na
r LNIFORII `~'9 / / / / 3~ A CONIINIIE T&LAGE LR1R A WaL-PULVfl6ifn, F1RM, REA9oNABL / / / sEmBEB a PRVABED ~ To ~ DDIEE DEEr. / ~ / ~ / 3~ ~o ~ I f~ ~ Y ~ f ~ 1 I o
/ / / ~ a sEID oN A FRESHLY PREFWIND sEEneED AID COVER sEID LIOHiIr wm1 sEEnNG / / / / / I ~ I /l I 29 , a PwE
EQIJrrP11ENT oR C1IUPACK Af1Ei! aEED6c. ~ / / / / I I ~ I I ~ . I ~ I ~
7. MULCH 6111EDM1ELT AFTER SEEDr1G A10 AMCFi01t IRACN MiH ALPHABETIC MATEANL. / / / / ' ~ MLACH sFwl NDF BE / ~ / / / - - PROP 2p• / I 1 p~ I , I I I
( ~ / ~ ~ ~ I a INSPECT ALL SEEDED AREAS AND MAKE iIECETSARIf REPAIRS aR RESET7xN65 wRH6I ~ / _--_?~cE e?~ I ~ I I
nIE PUWi6lG sE;LSDN, tF F~066BIF. LF STAID sialLD BE EVER L10X / / ~ ~ ~ NS / DAMAGED, REE6iAanN rOUD6rFG DRIaMI LBrE, FETEIBJZEII AND 6EEDIIIG , / ~ / I EME DNS / I ! ~ ~ I, I , - ~E1A ro ~ I 3~4' DftflMOlt
RAlL6. +0 i / / I ~ / ~ ~ ,,~1T,?~/ / y1' Orlin R1w000 V ~ I ~DTf011 111r~
9. COiISIA.T caisERaAnoll rLSPECTOR aN WNIDIANDE 1REATMDLT MID FEATKlZAT10N , / / / ~ I ~ Qi~ ~ AFTER PE~wrEWT ~ ~ / / ~ PROP. 20 w • 1 ~ I ~ R1lMDm
/ / / / APPLY: AGRK2ILTLLRAL lr1~ST01~ - 2 TOMS/ACRE - ~9/ / ~ / ~ II ~ / ~ I I ~
FERTLLIZOi - 10-10-10 ANALY56 Ai B00 1000 IBS.//ACRE . / SlJPF1BM106PNATE - S00 ACRE Of ZON ANALYSIS Sl1PERPHOSPH,ITE ~ i ~ a ~ ~ I I sim ~o+cE uPSrr+~w ~ ~ I I t ~ I oc saW oMr+
MULCH - Z TONS (APP~I~ID MlS) 5YN1 GRAN SiRAMI[-ACRE / ~ ~ ANCHOR -TACK MIN LJ~ A~1NLT AT 100 GALI.OFIS/AE7E 01t / / / / ~ ~ \ ~ I rag ~ ~i 1 I ~ r
EMifFWD ASlEIALT AT J4D GLiDNS,/ACIM / / I ~ ~
/ / / / / ~ I N ~ 49 v ~ ~ ~ ~ I I owr~aM
/ ~ I O / / / ~h ~ I ~ e ~ ~ ~ ~ II ~ I ~ / ~ a rre
~ / 50 ~ I ~ \ ~ / II
55 / I / 50 ~ ~ 52 I / 51
54 53 / / / ~ I l I - ~ ~ I / I
N / / / / / / ~ / \ ~ ~ ~ ~ 1 I V 1 ~ q \ ~ I r~ sratE
/ / / ~ ~ ~ I 1 j I ramp w~eorrric w~oiw~ aaM ~ ~~ti ~ ~ rrc sir a~
1 / / / / 25 x50 x8 TEMPORARY / / / ~ ~ 1 I I i ~ - I I T R IN T PROT CTOR T F L E LE E ~ PLYWOOD S ONE
~ ~ GRAVEL CONSTRUCTION / PROP. LIMITS OF ~ \ ~ I I I . uMITS of / I I P \ I I
~ W, 1 / / OI>;TURBANCE URBANCE r I I I No Scow ~ ~ ~ 27
m I I I I ~ B ~ ~ ~
~ ~ / / ~ a 3 I 1 ~ ~ ~ ~ ~ r. 4• rooo ~ arwcc ~ ~ ` ~ ~ ~ I
~ ~ ~ ~ ~ ~ 7 1 1 p~{~ ~ _ _ _ _ a+ao 5+00 . ~ \ ~ . 3o I ~ v I
M m. t+00 1 ' ~ 2 07 3A ~j i \
~ 7 ~ 'sn W 1 j]J(~ {J /I ~ ~ ~ ~ r ~ F ~ . }IL ~ w - 361 ~ ,ti0 , ~ I FiaNc ~ I I~
~ x' 0: L~~" ~ / S0• ~ - .J4.-- I
11r ~ - ~ ~ _ 1 1
\ v , ~ ~1~
\ F / AROP. ITS ~ ~ ~ ~ ~3 1 r 3~ 26 ~ i 1 I I I I ,8 I ~ II II
\ ~ 015N / \ 9 ya ~ / ~ ~
\ / / \ TLC. BA.L ~6~1~--OR a ~ \ ~ / / / 130 ~ \ ~ , ~ MAEO fAMC ~ 6(J ~ / ~ / ~1? DROP 111fT
NMI Et~ ~ ~ / / / \ \ \ ~ / / \ \ \ 9 /1 ,L/ / ~ G , P.I ~ ~ MOiIONAtE Q"
\ \ \ / / I - - - ~ 2 NEW TREE LINE
25 ,tip ~
APPUCABIE AT All POMiS Oi 61~ • E110REE LRfIL SIZE D STAB6JZED. ~ \ \ A/ ~ ~ FBf01aE11i CNEriJ{i OF' 1K Ealti'iti AM Ti~X IMIRBMN'Ei MDT I PBOiIOED. / \ \ \ /t3 ~ I \ \ \ ~ 13 24 ~ ~1 ''GG((~~II 50 NEUSE BUFFER
\ \ \ ~ 22 ~ ~ ~ , f~ ~ .I ~
NO1ES: \ \ 3i ~ i ~ ~~j~ `ti9~ , ~ ~,,`,F A. NCAO.i. + S OB f b7 iAY3IiD SIOIE MMLL ~ UiED. ~ \ i Tp~~~ ~ +~ti~
RAD TO BE a01:2016 II Bb 21 \ \ i ~ ~ / ~ ~ X121 ~ti
L T186i1G BAOBJS lLAR,TEMf 10 AOCgB100A1E LAFAIER 1RLIGIGIS \ ~ i ~ i / ~ ~ ,t2 D W BE PROIIDED. \ \ 1j2i i i / ~ ~ / ~ NEW TREE LINE ~ ~ ~ ~ EAa.E FAFwI ~
C, DIIIYINCE(S) SNOIED BE LDGTm TO PF10VpE FOR YN0NN1 ~ , / ~ ~ UTSJTAlION n ALL CDNbiMJCRON iFAIpLS. \ , / ~ti / / ~ ~ ~ - ~J - - u ao~os
D. IRbT Ef IMNDIBED N A OOIDRION M6CN MLL PREVENT TRACKING ti9/ /
OR DIEEE~T FLOW O?1RAFRC OHIO SiREEE75. PEFiODIC TOP DRESaT11G ,,131' ~ ~1 ~ ~ ~ WRIT SiGiE ~ ti IfJ~IF. KEB BOLE ON YUBT E£ CIFAIF]) ~ ~ / ~ ~ I c ~ I I
E AMY W1E1NAl ELI iBll IM~i W ONTO 1K BDAD / - o ,-i2~.
BBmA1tIJ'. / 9' y ~ ti1T/ 126' % . - - ~ FEB 1 0 200
~ ~ FAi~ll I - _ _ i ~ 1 ` ~ ~ green Engineering, P.LL.C.
NC ~ l \ N ENTRA ~ TIO TRUC _ CONS i29~. ~ INLET PROTECTOR DETAIL ENTRANCE WIDTH DEPTH END WIDTH LENGTH
NO SCOIO - ~ - - ~ wo sacKF
- -129- - _ = n1~,n~7'~~ ~ A7VEN./I~~n^• ~TIf11I4+R ~ 130- 10' 1 ~ 4' S0~ 0 ~ ~ ti0 >b0 100
DAIS BY QA1FF 20M lE11B011
it -4p. o6f GREEN ENGINEERING SECTION X REVISED PER SLE C0MAENTS 1-6-04 him PROJM No: KME/03-151
F.B. f 677, 782 f CADFILE: 031518i1.dw9
WATER, WASTEWATER, SURVEYM PLMWWO, PROJECT MANACIEMENT EAGLE FARM SUBDIV
3DIVISION I I HOW _ ASCII FILE: PLAN PLOT DATE: 2-6-04 MT
1 303 N. OOLD8BOF10 ST. P.O. BOX 0A WL.80N, KC. 27603 W1P .
~ TEL [phone] FAX [phone] OFRCE OOREENENCiCOId GTY OF WILSON WILS ~T Na CF WIL.3ON GOUNTI(NORTH CAFALINA

EROSION CONTROL NOTES:
EDULE SEEDING SCH
DRAINAGE SCHEDULE SEEDING AND MULCHING TO 8E APPLIED
UC SEEDING (PERM.) TEMPORARY SEEDING (FALL) / ~ h WITHIN 15 WORKING DAYS OR 30 CALENDAR ~ ~ ~ ~ STRUCTURE TOP INVERT DAYS (WHICHEVER IS SHORTER) OF ALL LAND
sEEDM+c wxTURE sEEDwG MDIRIRE 1. OBTAW GRADIIG PERLDr, / ~
2. coNlRACroR IiiALL vER~Y tDGTKW a ALL ExISRNO urlLmp rlaolt ro SPECIES RATE (lb/ACRE) SPECIES MTE (LS/IiCRE) CDYIiENCWO CONSTRUC110N IY CDNTAC11N0 ULCD (t 100 IJ7-~iM). / ' _ ~ DI 1 129 00 125 00 DISTURBING ACTIVInES NOT PREVIOUSLY ~ 1~ / / STABILIZED.
TALL FESCUE BO ~ 120 3. WSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DNERSIOIIS, SILT / ~ ~ 129.00 126.35 / / / , DI ~2
PENSACOIA BAHIA(',RASS SO FEiICING, SFDWENT BASINS OR OTHER MEASURES AS SHOWN ON THE sEAN!E1 tESPEDEIA JO SEEDIwc DATES APPROVED PLAN. CLEAR OIK.V AS NECFSSAAY ro WSTALL THEiE DEVCES, / / / SILT FENCE TO BE INSTALLED AS SHOWN OR
KoeE LESPEDEIA io / I / ~ ~ ~ DI 3 128.50. 125.00 AS DEEDED NECESSARY BY VISUAL / r o i~
SEEDWG NOTES MouNTAws-AUG. 1S- DEC. 1S BEGW CLEARING AND GRUBBING. MAWTAW DEVICES AS NEEDEO. AOLKTH ooASUL PIAW AID PIEDMDNr-AUG. iS- DEC. JD GRADE S11E. / / / I h ~ oesERVAnoN.
1. FROM SEPT. 1- MAR. 1 usE UNSGVtlFIED SERICEA SEED. 5. STABILIZE SITE AS AREAS ARE BROUGHT UP ro FWLSIi GRADE WRM 2. ON PUOt1.Y DRAWED srtET OMR SERM;EA AND WCREASE KOBE ro 30 LB~ACRE SOIL J. WHERE A NEAT APPfARAMCE IS DEEMBD, OYR SERICfA MID WCREASE K FOLLOW SOIL TESTS OR APPLY 000 ACRE GROUND AGRICULTURAL LIMESTONE AND VEOETATKxI, PAVING, DIICFI UNINOI, ETC. ,l o~ / / I 28 ~,~i / I I I 1 / ~ / I SILT FENCE
TO 40 l0/ACRE 1,000 LB/ACRE 10-10-10 FERRJ2ER.~ 1. MMEN CONSTRUCTION IS COMPLETE AND ALL MEAS ARE STABIU2ED i j ~ I I I I
NURSE PUW1S COMPIETEJ.Y, CALL FUR WIPEC110N M ENVWONIIENTAL WSPeCT014 YLx.CH / / i / ~ ROCK CHECK DAM O / / I I
BETWEEN APR. 15 ANO AW. 16, ADD 10 LB/ACRE GERMAN 411117 OR 15 LB/ACRE 7. F IRf IS APPROVED, REMOVE TEMPORARY DNERIWNI, SILT FENCING, IUOANDRASB. PRION TO WY 1 OR AFTER ALKL 15. ADD 2318/ACRE RYE (01tIVN). APPLY 4,000 <8/ACRE STRAW. ANCIiOR STRAW BY TACKING WITH ASPHALT, NETTING SEDIiIENT BASIN/, RC., ANO SEm OUT OR PAVE ANY RESULiWO MBE / / ~ I W / ' ~ ~ I I ~
OR A MULCH ANCNORWG TOOL A OKiK WRH BLADES SET NEARLY STRAIOIR CAN BE AREAS ALL REIANNWG PERMANENT EROSDN CONTROL D[VKx'S (IUCi1 AI SEEDIIG DATES USED AS A INtCH ANCHORIIG TOOL VELOCITY DWSIPATERS) SHOULD IE WSTALiEO NOW. / ~ 1 I ~ INLET PROTECTOR
BEST POSSIBLE YAYlEENANCE 0. WHEN VEGETATION HAS BECOME ESTABL191ED, CALL f0A FINAL IRE ~ ~ / / ~ ~ ~ ~ , DISSIPATER PAD
EARLY SPRWC: FEB. 15- MAR. 20 FEB. 1S- APR. JO ~ ~ AREAS IMIEDIATLLY. TOPDRESS WRH 50 WBPECTKW ~ EHiAAONLIfNTAL WIPECIOR ~ fML• SETT. 1- SEN. JO SETT. T-OCT31 Lg//ACRE Of NRROGEN W LNAI)L N R IS NOCESSARY TO EXTDID TELP'ORARY COVER 144 ~ ~ / / / / / ~ I ,
BE501D ,x1NE 1S, OMFRSSEED WITH~~3~0~ _LBf1ACRE KOBE ((P~B_DM_ONf ANO COSTAL / I / / r~ SEDIMENT TRAP ~ ~ I / 33 ~ ~ / ~ I
PLAN oR KORfAM l~1 W LAZE FEBILIIARY OR EARLY MNiCH. ` SOIL Al1END1E111S )
APPLY LIME AND fERTIJIFR ACCORDWG ro SOL TEST, OR APPLY J,000-5.000 lB/ACRE \ oROUno AOMCIN.TLANL LJ1ES101L (LME 1HE IOwE11 DATE ON MNOY t011i) AND i,000 TEMPORARY SEEDING WINTER EARLY SPRING q _ ~ ( ~ ) ~ ~1 ~ / ' ~ ! \ •
LB/AaE 1o-1a1o fEBTI~a. ~ ~ ~ I I / w r - _ ~ d SEC. •A-A Fi000, GRATE It FRAME r , i ~ r ~ ~ I / ( ~ I ~ ~ l I olr~r wa. ro. ro, cx ~ r Al
/PECIEi MTE W/ACID I ~ ~ I ''i 12G ~
APPLY 4,000 LB//ACRE DRAW 51RAW OR EOUAWD(T COVER OF ANOTHER SUITABLE ~ GRAW 120 IRKC11. ANCHOR STRAIN BY iACKWG WRN ASPHALT, NETIIIG. OR ROVNIG OR BY CRMN- ~ KOBE W M+N~AL ~ c P~DMONr I I NEW TREELINE / ~ / \ vi+ ~ ! ~ \ ~ ~1
WG MATH A IKA.CII ANCHO~IC 100E A OIMI Mail ¦ADES SEF NEAII.Y STRAKBIT CAN ~yD ~yTK PLAIT, KOREAN ~ USED u A WICN AMCNOBIIB 100E W IIOUNTANK) 30
MAWiD1ANCE OMiT ANUAL LE3PEDEZA YIIE11 DURATION TEMPORARY COYER IS NOT TO EXTEND ~ / ~ I ~ ~ ~ . / t / _ r ~ r / 32 ry
IF GROWTH IS LETS THAN FULLY ADEOl11TE, NEFEA'TEJZE W THE SECOND YEAR, ACCORD- BEIOND ,KN~.
WG ro SOIL TE515 OR roPORESS WRH 300 IJ/AdIE {0-10-1D FE]tTILIIER. 110W AS SEIDWG DATES ~ NEEDED WHEN SEIOf~A B OMITiED F71011 tHE MOf111E REBEID, FERILLZE, ANO S.Y. CLASS I ma 1 • " ~ 3 / I r I I/
AREAS YEDY1IELY. MOINIGWS- ABOVE 2500 FT: FEB. 15 -MAY 13 A STONE BELOW 2600 FT: FEt 1 -MAY 1 PROP. L1MffS of ~ r 5 1 ~ ~ 1 h I
PIEDMONT- ,LAN. 1 - WY 1 TEMPORARY SEEDING (SUMMER) CD,ASTAL PLAW - DEC. 1 -APR. 1s o~TUReANCE ti°
SOIL AIIfII]LID(TS ~~67 STONE ~ 1 I I /11e I r ~ I 1 I
SPECIES RAZE (LB/ACRE) ' FOLLOW RECOIIILENDATgNS OR APPLY 2,000 L8/ACRE GROUND AGRxx1LTURAI •:~';!)r S.Y. ClA6! i ~ ~ l r~ l I I l i !
ukLET ~ UIIESIONE AND 750 LB,/ACI~ 1o-io-to FERtNJZFA. ' ~ A S~ \ I ~ / l i p I I I ~ ~ ~ r i I 1 0
W THE PIEDMONT AND MOUNTAWS, A SWLL-SiEINIED SUOAIIGRJ?SS MAY BE LKK.CH } s,. / •140 .1 / ~ I ~ h ~ 40 ~ / ~ ; I ~ I ~ I 4~
SUBSTITUTED AT A RATE OF 30 t8/ACRE ' ~ r APPLY 4.000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WRH ASPHALT, NETTWG, / I I ~ 1 ~ / / ~ ~ ~ • - i ( 1
SEEDWC DATES OR A MlA1x1 ANCNORWG TOOL A Dlit MIM IlADES SET NEARLY SiRAICFIf CVW BE USED AS A MIA.CH ANCHORID TOOL / ~ ~ l w ~ I I
MOUNTAINS- MAY 1S- AUG. 15 / PIED110NT- WY 1- AUG. 1S ~ 139 / / i ~ r ( i 31 I 1 1 ~ , 139 / / / r ` I h ~ I tl N ~ ! lI,AN A I I N 1 1 I I t
CQASTAL PWN- APR. 15- AUG. 1S REfERT11,1ZE M' CROWN IS NOT fIAlY ADEQUATE RESEED. REfERTILLZE AND MULCH IMMEDNTELY foLLDMINC EBOaoN 011 onIER ROCK CHECK DAM / / , / r ) ~ n i W ~ rri / / / r I q~ 1 I 2 I ~ sts ai ?a~ ,wir as
sDIL MAENDILEars , / /
FOLLOW RECOLMIE?ILWiONS Of SOL TESTS OR APPLY 2,000 l8 ACRE GROUND / / No Scole / AOIIGN.TURAI LrlESroNE AND I5o LJ/ACa~ 1o-io-to fERTK~L / / 1 ra ~ ~ i I ,l
J / ~ MULCH / i / ~ / ~ I ~
APPLY 4,000 LB/ACRE STRAW. ANCNOIL s1aAW aY TACKWG wRH ASPHALT, NETTING / / ~ / / ` 1 I i I l`
OR A NIKCH ANCHORWC TOOL A 0161E MiiN BIJiDES SET NEARLY S1RAKiR CAN BE ~ ~ UBED AS A MUUxI ANCIIORILC TOOL / / i / o i I / / ~ / \ ~ I l
~ /
MNNTENANCE / / / ~ ~ i " /
REIT9TTWZE IF GROWTH IS NOT FULLY ADEQWIE RESEID. REFEROLIZE AND MULCH ~ ~ j / / MiMEOLA1ElY FOLLDWMK' EROSION OR OII~ OAIMGE / u ~I I
/ / I I / / 47 1 I I
/ ~ / / / ~ i I
r` / / / ~j5 / / i i ) h ~ / / ~ I I `ti ~ / I - N .
,i / / / I ~ / ~ / 1 ~ ti B.EMA1gN
/i / J / / / i ~ / r ~ i ~ / ~ i / ~ / r /
~ / VIEs / / i / / I CATCH BAS I N / ' ~ / r / / i
~ / / / 1. CHLSEL COMPACTED AREAS AND SPREAD TOP90L 3 NCMET DEEP OVER ADVERSE SOIL / / / / 3/ / ~2 / . I ~ , ~ No Scale ~ / J
CONORKINS, T AWKABIE / / / / / / ~ / 33~ / i - I / i r I
2. THE AREA TO WCMES DEPTH. \ / / / / / / / / RIP EiITIRE / ~ ~ / / / / / / / ~ ~ ~ ~ ~ r uPSn~uw Da
J. REMOVE ALL IAOSE ROCK, ROOTS, AND OIFS3t OBSiRIfCTIONS LEAVING SURFACE / / / / / / / / REASONABLY IM001H AND UMI~I. / / / / ~ / / 1 I ~ ~ v ~ a , o~ sra~ aNw
/ / / / 4. APPLY AGRICULTURAL LIME, FERTIJIFA, AID SUPEAPIIOSPIWE UNFORIILY AND / / ~ / / / / ~ / / ~ ~ I i / I - /
YDf WI1H SOIL (SEE BElOMQ. ~ / / / ~ / / ,~a / / / i / / / / I ~ / / I o~or rww
A CONTINUE TKLAGE UNTL A MiLL-PLLbF112fD. FIAIA REA901MBLX IIIIFORLI / / SEEDMMD E6 PB9NBFD ~ 10 111D1011~. ~ / / / / / ~ ~ ~ / ~ I
I. SEED oN A fRESIILY PEBPAIBD SEEDBED AID QoleB SEED LIGHTLY WRM sEEnBn / / / ~ 1 ~ / ~ I /I ~ r ~ 29 t ~ art
EAtAP11FirT OB CUL11PA191 Af1ER / / i ~ / / / ~ I r I I I I r I
7. IKx>:11 WEDIAIELY AF1EA SEEDMO A1D AIDL~ MLIEN MAIN ALPHABETIC MATEIML ~ / / / (LKKCH SHAD Not E COED) / ti / / a'~ zo p I I 1 1 I
/ / ~ C WSPECT ALL SEEDED AREAS AND MAKE NECESSAm REPANS OR RETEFDINGS wR1Nl1 / ~NAGE I ~ EMENT r r w 1 I ~ r
111E PLANIWG SfA901L, f POSSBIE. T SOLID SHOULD BE EVER 10>< / / ~ / I NS ~ e i E DAYAf~D, RkFSUMIDL PDIJDBBIi OR1M1Al UIE, FER1IlZEA AID SEEDBIG 1, / ~ / ~ ( trM ,ti ~ I 1 NS ~ I ! / ~ I /
° / / i ~ I E ~ / ~ M~ N N I• I • DRFJrO~ 1 / ~ c>ne~o~ ~lwroa0 / ~ n \ ~ ( ~Y piipl w ~ 1 I ~ R1I~OD
CONSULT coNSERVAnDN WsPECTOR aN MAr11ENANGE TREAIME)!T AND FERTKJZATIOM / ~ / / I I ~ O~ AFTER PERMANEHt CGUER ~ ~ / ~ PROP. 20 I ~ II
/ / / APPLY: ACRKXILTURAL IJLB3T01lE - 2 TONS/ACRE - ~9/ ~ / ~ / ~ ~ ~ I
FERTIIrER - 1o-io-lo ANALYSIS AT loo 100D LBS. ACRE ~ s11PERPNOSPwATE -300 LI</ACT[ of 2oII ANNLYSIS TE i / ~i3 ~ I \ I X31 ~ / ~ I I \ ~ ~ \ ( ~ Slm iDCE UPS1lIFAY DID I / ~ ~ / \ ~ 1'~ ~ fIQNI DEW
ulxal - 2 Tows Bo SMNL GRAw SIRNN/ACRE / / / / I 'U ANCHOR -TACK MIOH UfMJD AT 100 GNJ.ONS/A~ OR / / 1 ~ I , I y
EMLtSiSID Awwu AT Soo BK1DN6/AdiE / / I I I ~
/ / / / / ( ~ ~ 49 ~ ~ ~ II
/ ( i ~ / / / ~ti ~ ~ ~
/ / ~ / v 50 ~ I ~ ~ ~ I l I
55 / 1 / 50 ~ ~ 52 I / 51 ~ ~ 1 ~ I
54 53 / ~ / ~ / / ~ I I / I
N / / / / / / I / ~ w ~ ~ ` ~ I ~ 1 J ~ ~ ~ I I rr?vIm srow~
/ / / / / ~ ~ a~ I 7 / I ~ ~aaw w~~awrwt a>,o~nl ~ ~ r~ ~r oia*I
/ / / i ; ~ ~`~ry ~ / 1 - ~ ~ ~ I I I
~ / / / / 25 x50 x8 TEMPORARY / / / ~ ~ ~ - I ~ ' IN T PROT CTOR ITR E i PLYWOOD STONE F L E LE . . I
~ ` GRAVEL. CONSTRUCTION / PROP. OMITS OF ~ I , I !NITS OF ~ I
~ / DISTURBANCE \ ~ ~ ~ / / / MICE ~ I i u' ~ I ~ 27 I ~ No Sca.
I I ~ ~ ~ m ~ ~ I
~ ~ ~ - _ 3 I ~ ~ ~ ~ , ~ r. rooD ~ suit
~ ` ~ ~ ~ ~ 6+00 . I ,ti ~ \ ~ I
7 rom_ 1+00 .t~• k /,0 2 W w.1~ 5~ ~J \ ~
~p ~ 1~ ~ ~ ~ ~ - -3sr ~ ~ I f~ ` ~ I _
„ ~ or 1 / ~ ~ - ~L._ ~ 64S _ ~ I~ 1 `11~ ~ I
w ~ L 1 i / _ ~o \2~
J , ~ 26 ~I t ~ 1? 1?
~ ,pROp. ITS OF ~ 3.9 / 11 11 e ~
a \ \ DISTUR / ~ \ / V V ~ ~ / ~n roc
r~ / ~ / r. I~aB a vv A / / i3o ~ ~v M.c. as / ~ ~ 6C ~ ~ ~ ~1 Door wFr
~ / ~ \ \ ~ ~ ~ G ~ ~ ~nI awE
\ \ y / / / / ~ ,0... / \ \ \ / ~ - , s NEW TREE LINE
~J, \ \ \ / I l 25 ~
APPlIG1BlE AT ALL POIt15 aF M~'!t ! E)IOME lllil SIZE L4 STilEBJ2ED. ~ \ \ A/ ~ F~gIRNT nloals a 111E mlot Err tt116~r 11E/IIrw1Ct Mua ~ PrEIAOED. / \ \ \ ~~3 ~ I ' , v v v ~ 23 24 / ~ 50 NEUSE BUFFER
~ 1- III 'I
A N.C.D.O.T. + S OR + 57 Ti1S1ED S101E >NAII ~ WED. ~ \ \ i~3~ ~ ~ i ~ ~ I~~ ~ ~ti
/AD Tfl ~ 501. r SO'1N r rD 2) \ \ i ~ / i ~ 1
B. QWMO MD61r !L/IIITIlIT 10 ACOOWOpUE UAI~ TRUCKI \ ~ i ~ ~ / ~ ~ X11 IS 10 t I~OIIDED. \ \ ~3~i ~ i / ~ ~ / ~ /NEW TREE LMIE ~ _ ~ ~ ~ ~ EA~.E FAl~II ~
~ C. DIIMMCECS) 61KlIBD E IDGTED TO PROYDE fOR IM101BJY \ ~ ~ / / 0/ / U161LL110M K ALL OpRIMI00011 iRUCKS. ~ ~ ,~ti i ~ ~ ~C'TION TBd ~ aa>~c
0. MUST ~ YAILUIIED M A ODiCfl10N MICR WIl PRkVENT TRACKIIG , ZD/ / ~~~/y~ ~ ~u I~KI~v -
011 DIRT ROME 0? TBNFPx OIBO SIWETE. PE7IOOIC TOP ORESSBLG X151'" ~ ~ ~ ~ MIRH 5101E M.L E KBF~IRr. KEET SOME ON MUST BE CLfA1r1D ~ ~ / ~ / _ -126 1 ~~RxJi~1~~ I 1 WFNTEHAI.L ( I
E ANY WiEMAI MBI~ Slll IMKa ~ GIRO THE ROAD / FEB
IBiDN1Et7. ~ /129 ~ ~ i~~'I , ~ f126 ' ~ , FAQ - _ _ - - `r !;reen Engineering, P.LLC.
EAGLE I - - ~ - ANCE ~ ~
TION ENTR NSTRUC CO _ ~ - _ ` 19... - INLET PROTECTOR DETAIL ENTRANCE WIDni DEPni END WIDTH LENGTH
NO SGOU - wo xi~tt
- -129- - - - _ ~ ~N~~ ~--i 30- 10' 1' 4' S0' ~ o ~o m >IOo
NEWOM QAIE BY DMEF IILCkS-Ml 20M
~ s'40'*04 GREEN ENGINEERING SECTION X 03-161 REVISED PER SAGE COIWENTS 1-6-44 MDT F PROJECT Mo:
OU* F.B. 677, CAW : 03151am1.O"
WATER WASTEWATER, SURVEYWG, PLANNIWG, PROJECT MlWACIEMENT EAGLE FARM SUBDIV14 1 303 N. OOL~8BOH0 BT. PA. BOX 00M N1~901J, N.C. 27803 PLOT DATE: 2-6-04 MT
DIVISION MOi1Z ASCII FILE: PLAN mw Mo.
CL TEL [phone] FAX [phone] OFFlCE 0 C~FiEErENC1C06A CITY OF WILSON WILSON
WILSON CCOM, NORTH CAf1vL.~Nf1

EROSION CONTROL NOTES: ,
SEEDING SCHEDULE
DRAINAGE SCHEDULE ~ ~ ~ SEEDING AND MULCHING TO BE APPLIED
UC SEEDING (PERM.) TEMPORARY SEEDING (FALL) 1. OBTAW GRADrO PERMrt. WITHIN 15 WORKING DAYS OR 30 CALENDAR ry / %
sEEDwc NucruRE sEmwc ~ ~ ~ STRUCTURE TOP INVERT DAYS WHICHEVER IS SHORTER OF ALL LAND / ~ ~
SPECIES HATE (Li/K~ J. ~ ~ ~TKMI aF ALL 0(ISTINO UnllTlEi PRIOR To SPECIES RATE (LB/ACRE) COYYEIICING COiKiTRUCTION fY CONUCTWO ULCO (1 100 NZ-1111). / / ~ j~ DISTURBING ACTMTIES NOT PREVIOUSLY / DI ~ 1 129.00 125.00
TALL IESCUE 10 ~ 120 J. WSTALL GRAVEL CONSIAUC11pN PAD, TEMPORARY DIVERSIOiIS. SILT PENSACOU BAMWCiRASS 50 FENCING, SEDWENT BASINS OR OiNER MEASURES AS SIIOMw ON THE / / / STABILIZED.
SEAKJA IfSPEOflA JO KOBE lESPEDEIA 10 SEEDING GATES APPROVED PLAN. CLEAII ONLY At NECEIIARY TO wSTALL THnE DEIACES. / / / DI 1 129.00 126.35 I r_ ~ / / / SILT FENCE TO BE INSTALLED AS SHOWN OR
Nara MOUNTAWS-AUG. 15- DEC. 13 4. BEGIN CLEAR00 AND GRUBBING. YAwUW DEIACES AS NEEDED. ROLKII ~ / / / ~ ' 128.50 125.00 / / / / ~ o DI ~3 AS DEEMED NECESSARY BY VISUAL
COSTAL PINK ANO PIEOYOIIT-AUG. 15- DEC. JO ORAOE SIiE. 1. FROM SEPT. 1- MAR. 1 USE UNSCARIFIEO SERK:EA SEED. i~ / / / 25 OBSERVATION. ~ ~ ~~i~ / / I ~
2. ON POORLY DRAWED SRES OANT SERKJ:A AND WCREASE KOBE TO ]0 LB/ACRE. SOIL AIIENDLIDiTS S. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FWISH GRADE WRH J. WNERE A NEAT APPEARANCE IS DfllfD, OYR SERICEA AND WCREASE K6BE VEOETAIKW, PAVWG, DRCN 1Ww01, ETC. ~ ~ t2a
TO 10 LI/ACRE. FOLLOW SqL TESTS OR APPLY 2,000 LB/ACRE CROWID AGRICULTURAL LIiIESiONE AND 1,000 LB/ACf~ 10-10-10 FERtU1fR. B. WHEN CONSTRUC110N 15 COIWLEiE AND ALL MIEAS ARE STA~U2ED / ~ ~ SILT FENCE
NURSE PIANB COWRETELY, GILL FOR MMPFC110N M EIMROiMiENTAL WIPECFOR. / / i / / / ~ l I ~ ~ ROCK CHECK DATA O
BETWEEN APR. 16 AND AU6, 14, ADD 10 LB/ACRE GERMMI MIl1ET OR 16 LB ACRE APPLY 4.000 LII/AC~R~E S~TRAW. ANGIOR STRAW BY TACKING WITH ASPHALT NETTOIG T IfDRI[lR IAiMII~ ~ PDMRIK?NB,~L~ BuOANGRAIt. PRK1R TO WY 1 pl AFTER k10. 15, ADO 25LB/ACRE RrE (DRAW). / OR A MULCN li1k110RI11G 1001. A OMK WRN BLADES SET NEARLY IIAAgFR GW E AREA6 ALL REMAINWG ~ / ~ 'r
SEEDrtIG DAZES USED AS A NAACN IINGiOAIIC POOL P[RwNENT tROSIOH CONTROL OMCn (WON AI VELOCITY DISSIPATERS) SHOULD E wITALLED NOW. ~ / / ~ i INLET PROTECTOR ~ / / / , , ~ I. ~
BEST P05SIBlE MAINTENANCE a WHEN vEGETATION HAS BECOME ESTABLISHED, CALL FOR FwAI IRE
EARLY SPRWG: FEB. 15- YAR 20 FEB. iS- APR. JO ~P~ ~ REFERiMJ1E DAMAGED AREAS 1MIEDIATELY. TOPORESS wnli 50 I~PECTION fr ENw10N1ENTAL \ FALL: SEPT. 1- SETR. >D SEAT. i-OOF.71 l8//AtSiE OF W11g0E11 MI YNICII IF R IS NECESSARY TO EXTEND iEMPORARY CO'VEA tA4 / i DISSIPATER PAD ~ / / / / / I ~ J ,~4 a~ J ~ / / / / ~ ~ •
BEYOIq JIVE 15, OrERSEED WiIH ~5~0~ _L811At~ KOBE ((PIEDMONT AND COASTAL ~ AME~DiiEH1s PIA11) OR KOIENI plDUmwlq LEIPmQA w uTE FEHRWFY OR EARLY MANal. / / •P SEDIMENT TRAP ~ 1 ~ I 1 / / 33 ~
i ~ ~ ~-v ~ / I 1',
APPLY LIME AND FERTMIIER ACCORDING TO SOIL LEST, OR APPLY 3,000-5,000 LB/ACRE ~ alouNO ACIIaLTU1M1 L1ESTdE (MBE BIE 6081;8 RAZE oN sANOY sas7 AND 1.000 TEMPORARY SEEDING (WINTER/EARLY SPRING) ~ ~ / / 1 _ /
lD/ACRE 10-10-10 FSIRIJ~. SkTiDING MDFIUIE r~,~ ~ ~,P I ~ ~ r _ _ _ / a SEC HOOD, GRATE t FRA?IE
I""a' scan RAZE (u/ACRE) APPLY 1,000 LB/ACRE DRAW STRAW OR EOIMVALDIT COVER OF ANOTHER SUrtABIE ~ (GRAkI 120 ~Y ` ~ I l / I ~ l ~ I 1 9ra .w„ Ma wa on M w of ti
MULCH. ANCHOR STRAW IY TACKNG WRH ASPiIALT, NET11lG, OR RCAING OR BY CRIMP- lE5PE0EiA (KOBE W PEDIIONT wC WRH A YIA,aI AMDHORWG 100E A DiK MM IIIIDES SEf NEMLY SiRAIGHT CAN ~ COASTAL PLAw, KOREAN , l > - / I I ~y TREE UNE ~ ~ ~ d, Sri ~ ~ - ~ \ ' ~ 1
IE USED AS A MIACM ANg10Atq TOOL w ~ ! , I I ry ~ ~ I
YAWIDlNICE OMIT MAUL LETPEDEIA WHEN DURATKW TEMPORARY COVER IS NOT TO EXTEND o ! ~ I / - ~ t ~ -
IF GROWTH IS 1F55 iHAN FULLY ADfOUATE, REFFRIIJIF W THE SECOND YEAR, ACCORD- BEYOND JIWE. WG 10 SOIL TESTS 011 10POIY'SS WRH 500 Li/ACRE 10-10-10 FERTILIZER iIOW AS SEEDWG DALES ' / ~ / ~ 32 ry ~ r
NEEDED WHEN SEIICFA K OIITTED TROY 11E YwRJAE. REIEFD, FEAIEJZE. Al0 S.Y. CLASS YUllyl OAI6AGED AREAL I~AIELY. IKIUIlTAWS- ABOVE 2500 R: FEB. 15 - wY 15 A STONE _I m~ I' I I ~ 0• ~ / I
BE1DW 2500 FT: FEl. 1 - YAY 1 ~ PROP. UWTS OF ~ I ~ l ,yo I I 4
TEMPORARY SEEDING SU~IfI~ER c~s~DYONiFAL T1~ 'DEC.Yi'~-'APR. 15 ( ) o~ruReM+cE
sEmlwG MoDn1E ~ AYEllollort5 F/R~57 STONE ~ I I /„e
SPECIES RAZE Fallow RECOMIIEIIDAl1ONS OR APPLY 2,000 LB/ACRE cROlxw AcaalLrlBUI ,`s}•-:?• - ~ j1 4. ~ i ~ I I
t~uN uaLEr ~ LI~ESTOIE ANO 750 l,/ATJIE 1o-16-1o FERIMIZEA. ,Z • S,Y. f~Rl .y<.x• A BtpR ! ~ ~ I r I I ! , I \ I / ~ h ~ I ~ I ~ ~ I r~o
max'' r / W THE PIE0110NT AND MOUNTAWS, A Swll-STEIWED SUWNGRASS wY BE MACH FLOW t'~r••' ' •140,( Sl1BS11TUlED AT A RATE OF 50 LB/ACRE / ~10 / ~ ~ I o~
APPLY 4,000 l8/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPIW.T, NERWG, SEEDYlG DAZES OR A LAACFI ANCIlORWO 100E A DELI( TKill EIAOE'S SET NENILY SIRAIGIIf CAN BE / ~ 1 I I ~ ~ I / 1 1 / ~ ~ ~ ~ i rl
USED AS A YIrICN ANCNORID TOOL YOINiTAWS- wY 15- AUG. 15 / ~ ~ I w I I ~ 1 ~ N I~ r
PEDMONT- wY 1- AUG. iS ~ 139 / COASTAL PUII- APR. 1b- AUG. 15 REFERTIl1ZE IF GROWTH IS NOT FULLY ADEOIIAIE RESEED, RfFERiYl1E MID YIKCH / ~ l I ~ 31 I 139 / / / ~ \ 1 ~ i ~ ~ I
Y FDLL~ EBO~ ~ ~ DAwGE. ROCK CHECK DAM / AIIEIDMfNiS / / / / \ I I a 1 \ I n K~ / / - 1 / ,na
FOLLDW RECO?riEHD++TKWS aF sor TESTS oR APPLY 2,000 LI3 ACRE cRaWO / / / / ? I \ 1 r ~ " r ,rwc . raa am a ran, ~ / / / / 1 ~ I ~ ~ T ~ ar awa wr a x iMrr
AGRK%ATl11Al uME:TONE ANO 710 A17E Io-TO-,o ~TRn~I. No Scale ~ ~ W V I / ~ l 1 I $ , / - 1 ~ ~ I I
wuuxl / ~ / / ~ ~ i / I ~ 1 I ~ / ! ~ I I ~ I
APPLY 1.000 LB/ACRE STRAW. ANalON STRAW BY TACKNG WITH ASPHALT, NETTING / / I I I ! / ! ~ I I l
OR A MULCH ANCMORWG TOOL A 019E wlll BLADES SET NEiYiLY SRNKiIi CAN BE / USED AS A MULCH ANCNORiD TOOL / ~ ~ i / I I ! i , ~ ~ i ~ / ~ I ~ ~
YARITENANCE ,I' / / / / / , / ~ I ~ ~
RETERTK.ITE IF GROWTH IS NOT FIALY ADEAIUTE RESEED. AEtER1lIZE AND YUI.CN ~ M~ i / /
wMED1AtaY FOLLOIIANG EROBON OR onEU DwrroE / / I I / ~ r I 1~
/ / / 1~6 / / I I I / ~ r 47 1 1
- / ~ / / i
/ / / / / / ~ ~ / I - N I ,
~ / ~ / ~ ~ h . ~ B.AfATiQN
/ / / / ~ ~ i / / ~ ~ / / / J ~ ~ 1 ;
V / / / / ~5" / I CATCH BAS I N
i~ / / / ~ / / / ~ / / 1, CHISEL COYPACIED AREAS MD SPREAD TOPBOL J wCHEb DEEP OILER ADVERSE SOIL / / ~ , ~ / / I ~ ~ ~ / . ! 30 No Scats
C0101110NS, i AVNBAEIF / / / / / / / }3~ / / 7 ~
2. RIP THE ETItBE AREA TO 1 IIalES OEPiIt ~ / / / / / / / ~ ~ ` / / / ~ ~ i i ~ I
J. REMOVE ALL LoosE ROCK, RD015, ANO OTHER OBSiRIK.'TKk1S LEAVING SURFACE / / / / / / / ti~ REASONABLY SMOOTH MD IWiORY. / / / / / ~ ~ / ! ,ry ~ ~ ! ~n~ oro av ~ o°pMw ~ ~ ~ ~ I ~ ar ac~r o~w
1. APPLY AGRICULTURAL LYE, FERTr1ZER, AID 3UPFRPF106PFNTE IWrOR11LY AND / / / / / ~ ~ i ~ ~ / I /
N / / / / 1171 WIIN SOL / / / / / / / / i ! / ~ t
A CONTWUE TrIAGE IRIiL A WELL-PULYOKTED, Flrl REASONABLY IlrFORlI ,,ya / / / ~ / / / S• SEEDED IB FIEAAIED 1 TO B AEI / f / / • / ~ 48 • i I
a sEED oN A FRESHLY PREAAIED SEEDED AYB ODral sEED LK,IITTLT wrtH sEEOBO / / / / / 1 I + / 1 /I ~ 29 > > v~
EouPIIENr aR cuTrwac AFT81 Iiml~. 1 / / / / / / / / / I I l I ! I I
7. iKK.al Ir1EDLAAIEI.Y AFTER SffDell A10 AiCIKII IRACII Wall AiPHABETIC wTE1tlAl. / , ~ ~ ~ ~ (wLCH SFIALL NOT BE cRrED) ~ g / / / PROP, 20~ - I / I I ~ _ .
/ ~ ~ ~ a WSPECT ALL SEEDED AREAS AID MAKE NECESSARY REPAIRS oR RESEEDMIGS wTRrn ~ / oRN ~ I I ~ '~.~E EM I ' h I ~ ENr I ry 1 t / ~ I
TIE PIANT1NC sEASDi6 i PosmBLE. IF sTA?D SHaAD eE EVER wls / / ~ ~ I DAMAGED. RFFSUIIIiII FO11D11'i OiBBMAL LJtIE. FERIIJZER AMD SEEDWG T ~ / / / I Eµ~N / ~ ~ _ ENS ~ I / / I /
RAtEI. 0 / / / / I EpS / ~ I E/ . tits N I• 4• / 1 h LL 'w \ (I ~UI11' ~OT10Y lL1MOm
B. COOISIA.T CONSERVATKl11 MfSPECf011 aN MAwiEIMIICE iiB;ATMENT AIID FERTILIlATKkI I I AFTER PERMANENT c04ER ESTAiLIIlED. / / / / PROP. 20 ~ II / / / ~ • 1 ~ ~ PLIMON
APPLY: ACAKXILTUW. LYESTONE - 2 IONS/ACRE / / / T ~ II ~ ~6l
FanxlzER - lo-lo-lo Mwrsa Ar loo -loco Les./Acr~E , ,,~9 ~ / / SlIPf1Ml106PIN1E - S00 tIR/ACRE OF 20; ANALYSIS ~uPERPHOSPwaE ~,3 ~ I ~ i l
Ylllpl - ~ T0115 (APPAL ED BALS SWLL CRAW STRAW ACRE ANaIOR - TACK W 111 l t~ Ai 100 OALLDiLS/ OR / / / / I ~ ~ ~ ~ I I ~ o ~ ~ I I sim ~ ~n~ on / ~ ~ I 1~06T OF f~l OMw
EYILff~ Af1YlT AT >n0 ACIE / / 3` GIJDNB/ / ~ / I ~ 1 ~ i ~ ~ ~ I y
/ ~ I / ~ ~ I N I ~ ~ 49 \ ~ ~ I A a~
/ ~ ~ ~ ~ / / ~ "ry ~ I ~ l 28 ~ \ ~ I ~ e ~ ! II ~
/ ~ / v
55 / ~ / ~ 50 ~ l 52 I 51 ~ a \ s~ I / ~A ~ ~ ~ / I
54 53 ~ / / 1 / / / H / / /
/ / / / / V ~ W ~ ~ ~ I 1 ~ ~ / ( IW~511FD STOIE
/ \ '.c ~ A I 7 / I RTa IiC1106S IINnIMR INpWAI~ CIOM 1 I ~ !!E NET fY11M
I / / / / ~ vJ~~ ' 1 ~ ~ ~ I ~ I (
/ / / 25 x50 x6 TEMPORARY / / / ~ I ~ ? ~ ~ I ~ - I I PLYWOOD STONE FILTER INLET PROTEC
~ ~ GRAVEL CONSTRUCTION / PROP. LIMITS OF , ~ ~ ,I I uM~rs of / ~ i i
~ / v, / DISTURBANCE -1 uReANCE ` I I
\ ` ~ ~ ~ ~ r / I 27 I , N~ soa. I I I I N
~ _,3 ~ ~ ~ ~ ~ ~ I r. ~rooo ~
~ ~~V D+oD , _ ~ 1+00 5+00 I ,~G \
O OD ~ NI CL__ 1+00 .1'k' ~ ~ 4 W 13A ~ ~ •k w > ~ ~ I
\c ~ I ~ / ~ r 3 ~ FwNc ~ I i\
~ - J. ~ _ 1 ,z~~ ~ I
w ~ l _ - \ 1
~ J / \ 1 1 / ~ X16
~ ~ .y / •PROP. ITS OFD \ ~ E 3~ 26 ~ I 1 ~ I I 11 e,9 I / 11 11
r ~ ~ ~ DISTUR ~ w ~ / I \ G ~ti / / U U
TIC. I+O.T. BT OAI 6 \ \ ` ~ / / 1 I ~ ~A ~ ~ / ~cc i~wc ~ G ~ VI , ,1~ oaor NET
B~ E,ibt ti , ~ ~ i ~ / l ~ al wM a+u~
\ \ ~ / / ~ ~ - ,z NEW TREE UNE ~
\ \ / / ~ APPLIGIBIF AT ALL POIIIS OF IIGRnI ! EtIGREE uNrIL SRE S STABIIiED. J ~ \ \ \ / / ( i J
FETNSIT CNEICRi Di T+t QIaA~ AIO 111 IMBIEBIwIQY YLErT ~ PEDVDED. / \ \ \ ~'S"~ \ ~ \ ~ ~ ~ 23 24 50' NEUSE BUFFER
50 L • I
A N.C.D.O.T. ~ 5 a ~ 67 IIABIED E701E WALL E uE0. / \ \ ~ / ! _ 9J 1b. 9J~
MDWK00'Lr901rr1'D 21 \ \ i / L 11/1/N0 BNORA lIRRC1EMT 10 AOCOIBIOOAIE LARGER TRUCK! \ \ / / ~ , ` / ~ / X17
IB tb E PROVDlD. ~t2 ~ NEW TREE LINE ` ~i EASE FAf~1 wne,
C. DITMNCf(~ ~IOIa1D E LOCATED TO PROVOE FOR MAi0MN1 \ ~3~ / ~ / / UIIdAI~I BY ALL OOIEiIBNL110N TBIUCKS. \ ~ J / / / ~ ~ o~ - i ~ ~T10N 'iBd - - a ao~u
0. INIA Et YAwW®w A C011JI110M Mklgl WIL PREVENT TRACKWG r ~ '1~ ~ / i X29/ / OR O~,T FIDM Di TEIYTflC dA0 S11EE11. PERIODIC TOP ORESBID ~131~ ~ / ~ ~ / /
WRN 1101E ~ E MECQifr: MES BOLE OY ILYD. , ~ / ~ _ - WWTEF~ALL. 31JBDMSiON _ ~ III
E ANY WiBTIII MOI ~ IMITn f ON10 iK ROAD YUBT BE CLEANED ~ , / / - / IBiL11N0.Y. / ~129'~ ~ r ~~`L~ -~~126. , ~°~{I1V
EAOI.E F I - _ - TRUCTION ENTRANCE ~ ~ ; ~ CONS FEB 1 0 2004
~I~ , BC~TION 1~1 ~ No ScoN I - INLET PROTECTOR DETAIL ENTRANCE WIDTH DEPTH END WIDTH LENGTH Green Engnearing, I'.LLC.
_ - --129-- - - n1n~je' I GT~W~r^^""
~-130---- 10' 1 ~ 4' S0~ o ~ sn m goo >to0
MUM DME BY DAM NOM MER 2003
GREEN ENGINEERING SECTION X 161 REMSED PER S&E COMMENTS 1-6--04 MOT PROJECT No: MM
677, V8023
WA,E?, WASTEWATER, 8URVEYWC3, PLANNINC3, PROJECT MANAC3EMEMT EAGLE FARM SUBDIV GRADING / S & E F.B. T CA nt: cm151so1*4 ASCU FlLE:
PLOT DATE: 2-6-04 MT 3DIVISION PLAN W-W.
1 303 K OOl~6BOF1~ 8T. P.O. BOX 609 WIL80K N.C. 27893
~ ~ TEL [phone] FAX [phone] OFFICE 0 C3REEI4ENCiCOAA CITY OF WILSON WIL.S WILSON COUNTY NORTH CAROLINA e~T Na w -

EROSION CONTROL NOTES:
SEEDING SCHEDULE
C4NSTRUC TIDN ENC " DRAINAGE SCHEDULE i ~ SEEDING AND MULCHING TO BE APPLIED
SEEDING (PERM.) TEMPORARY SEEDING (FALL) 1. OBTAW oRAaNO PERMR. " WITHIN 15 WORKING DAYS OR 30 CALENDAR ry / % h~
sEErxNC Wx1URE SEEDING MucrLIRE j ~ STRUCTURE TOP INVERT DAYS WHICHEVER IS SHORTER OF ALL LAND / ~ )
SPEI~a RATE 1 CONTRACTOR SHALL VERIFY LOCATION OF ALL EKISTWO unLma PRKxI TO SPECIES RATE (LB/ACRE) COMMENCIIO CONSOIJC110N M CDNTACTIIIO LKDO (i 100 IJ1-/IK). / / ~ j DISTURBING ACTIVITIES NOT PREVIOUSLY / DI ~ 1 129.00 125.00
TALL FESCUE eo ~ 120 S WSTALL GRAVEL CONSTRUCTION PAD, 1ENPORNtY DNERSIONS, SLIT ~ F~+orrc, sEOwE?rt eumNS oR oT?IER wEASUa~s As sNOwn oN T?IE / / / STABILIZED.
KOBE LESPEDEZA 10 SEEDING DATES APPROVED PLAN. C1EN ONLY Af NECETIBARY TO WSTAII TH[IE OEIACES. / / ~ DI 2 129.00 126.35 / ~ I~ / / / SILT FENCE TO BE INSTALLED AS SHOWN OR
SEEDWG NOTa 110UNTAWS-AUG. 1 S- DEC. 15 4. BEGIN CLEARING AND ORU1111A3. IINNTAIII DEVK;a AS NEEDED. ROUWi ~ l / l ! r a / ~ / / - a DI ~3 128.50 125.00 AS DEEDED NECESSARY BY VISUAL
OOASTAL PLAW ANp PIEDIfDNT-AIIG. 15- DEC. JO GRADE SITE 1. FROM SEPT. 1- M?R. 1 USE UNSCARN"IED SERICEA SEED. i / / I i Sze OBSERVATION. i
2. ON POORLY DRAINED SITES OANT SERKJ:A AND WCREASE KOBE TO JO LB/ACRE. SOIL AIIENDAIENTS S. STAB6IZE SITE AS AREAS ARE BROlIOHT UP TO FWISH GRADE WITH J, WHERE A NEAT APPEMANCE 9 DESIED, OYIf SERICEr1 AND WCREASE KOBE VEGETATION, PANNQ DITCH LIIN0/, ETC. ` ,,,e ~ / I 1 I ~ ~ ~ / I I ! I ~z
~ ~ W~ 1,000 lB ACRE 10-16-i~YFTRTZI~iER~~ ACRICUI.TURAL UNESTONE AND W~ CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED / ~ ~ i ~ SILT FENCE
NURSE PLANTS YLlLCH COMPLETELY, CALL FOR WMEC110N IY EIAARONMENTAL WlPEC1011. BETWEEN APR. 15 ANO AUG. 16, ADD 1D LB/ACRE GERMAII MILLET OR 15 LB/ACRE 7. IF SRE IS APPROVED, BEHOVE TEIIPOIIARY ONERSIONS, &LT FENCWG, / / i ~ / / I I ~ ; ROCK CHECK DAAI Q
iUOANORASI. PRKIit TO WY 1 OR AF1ER AUG. 15, ADD 1318/ACRE RYE (OftAW). APPLY 4.000 t8/ACRE 5TRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETiVIG IEDRAENf MSIN1, ETC., AND SElD OUT OR PAVE ANT' RaULT110 TARE OR A MULCH ANCNORWG TOOL. AORTA WRN BLADES SET NEARLY STiWOHf CAN M AREAS ALL REMNWNG PEItliANENT LR090N CONTROL DEVICES (IUCN AS ~ ~ / ~ ~ J I
SEEDWG CAITS USED AS A iIACH ANCNOR110 TOOL VELOCRY OISSW/L1ERS) 9gUlD IE WITALIED NOW. / ~ / ~ I /n / I j INLET PROTECTOR
eEST POSSIBLE MAIRFHANGE WHEN vEGErA110N HAS BE \ coME ESTABLISHED, caLL FOR FWAI 9TE EARLY SPRING: FEB. 15- YAR. 10 FEN. 1S- APR. JO ~ AREAS IIMEDIATELY. TOPDRESS WITH 50 ~ ~ QA/RON110iTAL WIPECTOR' ~ ~
FALL: SEif. 1- 9R. JO SEPT. 1-OCTJ1 LB/ACRE OF MIiiDGElI W MARCH. i R IS NECESSARY TO ExIDID TDIPORARY COVER 1a4 / / / ~ ~ r i DISSIPATER PAD 144 0/ I / / / / ~ ~
Bl401D JIVE ta, OIERSEED WITH ~5~0~ ~L81/Ate KOIE ((PIED110Ni AND OOhSTAL SOLI AYENDIIE1115 PIAII) OR KOREAN BtlLWfA1~ lET/~EDEU W LAZE FdBR11ARY OR EARLY MARCH. ~ ~ 1 i / I 1 / / r`' SEDIMENT TRAP ~
APPLY LIME AND FFRTLIIER AOCOIDIIG TO SOIL TEST. OR APPLY 3,000-5,000 LB/ACRE ~ J / 33 ~ 1 ~ ~ I ~ I I / / r ~
aROUNO ACRICULTUNL LAES'R>tE NEE 111E LoKFR RATE DN SvDY 9xs) AND 1,OOD TEMPORARY SEEDING (WINTER/EARLY SPRING) ~ ~ L8/AC~ 10-1o-1o FE111IJ~. SEEDWG MaT1JIlE ~ ~ ~ 1 _ ~ wti ~ / I I ~ / ~ I ~ z(
~ I / / „yo / ~ J , q,, ~ * ~ , I i . _ a SEC. A-A' HOOD, GRATE t FRAME
IPECIa RATE (L8/ACII<) APPLY 4,000 L8/ACRE GRAIN STRAW OR EOUNALFNT COVER Oi ANOTHER SIKTABIE ~ GRAW
IR!<OiI. ANCHOR STRAW BY 1ACIdIG WITH ASPFIALT, NETTING, OR ROw1NG OR !K CRM1P- ~y,~ IESPEDEZA (KOBE W P~DMOIIf 1 ~ WG WITH A 1IACH ANCtI01r1G 100E A OfK WITH 81AOa SET NEARLY SINAIOHt CAN ~ COASFAL P1AMI KOIEAM ^y I I NFW TREE LINE ~ ~ C",--~' d, S / i ry
IE USED AS A MILCN ANCHOMKt 1001. W ~ / h /
~ OIKT AN11AL IESPEDELI WHEN OIIRATION TEMPORARY COVER IS NOT TO ExTFHD ~ I ~ 1 . ~ t /
IF GROWTH IS LESS THAN FULLY ADfOLMTE: REFElTfIRE W THE SECOND YEAR, ACCORD- BEY01O JUNE. WG TD SOIL 1E515 OR IOPORESS WITH 600 l8/ACRE 10-10-10 FER11.12Dt. IIOW AS SEEDING DATTS ' l r i 32 ti ~ I
NEEDED WHEN SEAKJ;i1 9 01111TD FinM 11E 191RIM. REEFED, FE8111ZE; AND S.Y. CLASS I I ~ m~ / ~ I
AREAL WiEdA1B'Y' MOINIUW4- ABOVE 2500 F<: FEB. 1S -MAY 15 A STONE BFLDW 2600 R: FTDT. 1 - WY 1 ~ $ l I J ~ ~ J it J 5 1 ~ ~ ~ PROP. LIMfTS OF ~ I J
TEMPORARY SEEDING SUI~t~IER oP1,lw 'o~cwY-' APR. 1a ( ) o~~nu~a~NCE
SEFDtIG MOLTUIE ~ AAaEwD11Drt5 6• ~b7 sroNE nl ~ ~ 1 I ;ine ~ i ~ l ~ i l I
SPECIES RATE (L8/ACRE) FOLLOW RE:COAYIEIIDAIVINS OR APPLY 2,000 L8/ACRE LRiOtWD ACRICULruRN. ; I ~ ~ I ~ ;l
CERMAII urLEr ~ LIIIETTONE AND 160 L8/ACiE 10-10-10 FERiIIZER. S.Y. CIAIl :~y~?x• A srrowE ~ r I I I 1 I I / , R/ I I ~ i 1 ~ ~ I 1 0
W THE PIED110NT AND MOIWTAWS, A SMALL-STEMMED SUDANGRASS WY BE IANOFI FLT , J ' / / •14p SUBS1IlUlID Ai A RATE Qi 80 L8/ACRE APPLY 4,000 LB/ACRE SiIUWI. ANCHOR S11LAW BY TACKNG WiTFI ASPHALT, NETIWC, ~ / I ~ ~ / 4o i l e i ~ 1 ( ~ ti I ! of
OR A MULCH ANCHORWO TOOL A D68( MIH EAOET SET NEARLY SIRNGIIi CAN 8E 'J StfDWG DRIES USED AS A IIJIEtI ANCIIOR1Aq 100E ~ 1 l ~ , 1 I J ~l
MOUNTAINS- MAY 15- MTG. 1 a MAwiFNANCE / ~ I l N ~ I I iJ
PEDYOiR- MAY 1- MTG. 15 139 / / COASTAL PLAW- APR. ta- AUG. 13 REFERn~tE P cROwrH IS Nor FULLY ADEOUATt: RESEEID, REFERIKIZE AND MULCH ~ ( I ~ 31 i 119 / / / ~ ~ i ~ I ~ I if
SDII AMENOworTS IIAEnIIUE?•Y FDLLOWIIG ERO9oN oR DT11EA DA11A~E. ROCK CHECK AM / D / / / ` I I ''m I 1 n 1't.M~l / / / / ) I 4 ~ \ ~ ~
/ / ~ / / ~ ~ ~ ~ I ~ j ~ sic ai a~ w~r~~or x
AaFOaa TONSAIO ibo '~ACRE~io-Ylo°0°F1RnaE~ `~1ND No Scale j W ,>s i / I \ ~ ~ I Mwt ~ ¦ar. / 1 ~ I $ ~ / / ~ i - ~ ~ ~ ~ I
M~ ~ / ~ / / ~ I ~ ~ I
APPLY 1,000 lB/ACRE STRAW. ANCNOII STRAW BY TACILIIG MITN ASPHALT, NETi1NG / / OR A YUI.CH Mrp10RING 1001.. A 019E W11H 81AOE3 9T NEARLY STRNONT CAN BE / i / I I I ~ I' / / / I I l;~,e- - i ~ ~ ~ I
USED AS A MULCH ANC110RWC 1001. / ~ / / / ~ I
IWNTEHANCE / ,f' / / / ~ / ~ \ I J1 / ~ I ~ 1
/ / REFERTNJZE Ii CROWM S NOT FULLY ADEQUATE RESFE'D, RffERTIIZE MID 1I0.CN ~ m / / / / i / ~ ~ I I ~ / ~ i ~ ~ I i
IIIEDIAIELY FOLiOWING EROIION OR O1F811 OAWIGE ~ ~ / / / ? I I I t ! i ~ ~ / U ` I 1
/ / / / i/ ~ ( ~ t" I I / / ~ .I I ~ / ~ 47 1
~ / 1~y6 / ~ / / /
/ / / / / / 3h / / ~ ~ N I ~ 1
/ 'i ~ / ~ / ~ / J ~ n B.ENATIQN
e ~ f l / / / i i / l / ~ J i i l
Al IA w~ ~ / / / / 3M / i` / / / / ~ / / ~ / J CATCH BASIN
1. CHISEL COMPACTED AREAS / / / / / / / ~ ~ ~ AND SPREAD 10P80L 3 WCIIES DEEP OVFA ADVERSE SOLI / / / / i / / I / ~ ~ W ~ . j 30 No ScoN
/ / / / / / j3 \ / / / / / ~ i i 1 / ~ I
2. RIP THE EW11AE AIEA TO 1 WCHES D1PiH. ~ / / / ~ ~ I
REMOVE ALL LOOSE ROCIf, ROOTS, AID O1FER OBSTRUCIKINS LEANNG SURFACE ~ / / / / i REASONABLY (1100TH AIO LA/OML / / / / / / / ~ti / ~ ~ ~ i ~ uvsr~ oro ,,ti ~ / / ,ti ~ uPSn>F~ Ewo oP oMr+ ~ ~ I ~ pow oNw r°M'
/ / ~ 1. ~ Y AOr~ TUIIAL UMt, FpTrliiR, Aln IUPEJIPIiOIPIMiE UIYFORIILY ANp / / / / / / ~ ; ~ I I i ~ I I' /
6. OONRIKIE TLIAOE 1IITL A WELL-PIIIVFi1ZED. i/BL IFA90NABLY LIYF'Olil ~~Q / / / / / / ~ j~~ / "J ! / J ,i ~ / ~ o>ra i~arr
9]>)ED E P'RDARID A TO { ID14i 0®. / ~ / ~ / ~ 1 I
d. SEED pl A FRESHLY PREAYRD SEtDED A4D COYQ SEED LDHTLY wRH SEEDWG ~ ~ / / / ,i ' 1 EOUp11EHf DR CtIlTIM01 AiIETI !lEmID. / / / / / I A / ~ ~i ~ 29
/ ~ / / ~ ~ 7. Y AID ANCiral 11AOH wml ALPILABEiIC MATEIIN.. / , / / ~ L I J 1 ]PPE ~ ....1, , ~ I I
(uuL,cH 9MLI Noi eE CRIMPEn1 ~ g / ~ / I I / I / ~ r ~~3~ ` I tea'. ~o I i J
~ / / I !G WSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS oR RESEEEDWGS wrt1lu / / I ~ ~ I I 1 . -,.,"~E E,~ ~ ~ I ~ ENT I ~ 1 I ~ J
THE PLNIIIIG SEASON, F POSSgE. IF suwo sHO11LD BE EVER eo: / / ~ ~ I / DAMAGED, REESTABLMN POLtDBB1o oRgW1L tblE. FERIUZEII AID sEEDwc , / / / I EN / S ~ ~ ~ I ,
RAIETI. ~o / / ~ I ~SEM / / ~ I 0. CONSULT CONSERVATION rIIPEGTOR oN MAWIDwICt TREATMENT AND FERTIUZA1Kx1 ~ / I I N?~' SEM N ~ / t ~ I ~ EXIENOR ti o~arow
AFTER PERWNENf COVEII K aiAlL81iIED. / / / PROP. 20~ ~ ~ (I ~ wnor P~hroao 1 a Puwooo
/ ~ / I APPLY; ACRICULIURAL LIIRSTOiE - 1 TONS/ACRE / / ~ ~ II s
iERi1JtER - to-lo-lo ANALY96 Ar IOD - 1000 LBS.//ACRE ,39 ~ / ~ / SUPEIMNi06NN1E -Soo L1C/ACIE a/ 108 ANALY95 SUPEAPIIOSP?IATE ~ I ~ II X31 ~ / ~ I I ~ ~ ~ I I ~ iOiCE UPSII~AY EMD
IRAClI - 1 TONS (AIMROIL ~ ML5) sMr1Ll GRAIM siRAW~ACRE ANCiIOR -TACK YMRI LIOUD A111MLT Ai loo GIiLiDNS/ OR / / / / I ~ / ~ \ I POST ~ f10A1 DMw
EM11.Sf~ AllNli u ]DO oFUnNI/Aa1E / ~ / ~ ~ / / I ~ ~ ~ ~ I ~ ~ ~ ~ y ~ I ~ ~ ~ 1 h
/ / ~ I / / ~ N ~ 49 ~ ~ ti ~ ~ ~ I ~ I I a~,aw
/ ( ~ o / / / ~ , s ~ ~ y I I ~ ~ I ~
/ ~ / o 55 / ~ / ~ 50 50 ~ / ~ ~ I I , ~ wPE
~ ~ I 51 / ~ / I
54 53 i 52 / 1 / / ~ N / / / / \ I \ ' \ (
/ / / / ~ 1 \ ~ \ I /
/ / / / / ~ In a 1 I ~IASFIEO STOIE - \ ti~ ~ ~ I 1 / R7EII ACNOSS INIp~~ IN~IIMR ~ ~ I ~ I PPE M1T Cl0#1
/ / / i ~ / / / ~___-Cr / 1 / ~ ~ I I I
~ / / / 25 x50 x8 TEMPORARY / / / ~ i I I I
~ ~ GRAVEL CON5TRUCTION / / / .LIMITS OF ~ ~ PROP ~ ~ , ~ - I I PLYWOOD STONE FILTER IN T P . LE ROTECTOR OF ~ ~ I I . u~IITS / I I
• I / DISTURBANCE RBANCE ~ I I - ~ m w ~ ~ ~ 27 f ~ ?lo Scow
~ ~ L - ~ I ~ ~ N I
~ ~ / ~ _ _ _ " ~ `b. +9 I / ~ I `„13 ~ ~ I ~ v \ ~ ~ fTNCE
~ ~ ~ - ~ ~ ~ ~ ~ I Y, I1000 fNAlf 5+00 I ~ ~ ~
~ 1 ti ~ ~ 00 1 ~ D].. 1+00 ,t}' .k ~ ~ m W t3 7P ~ ~ ~ I
\Z~ I J / ~ ~ ` ~ ~15 ` ~ ~ -361 ti~ ~ I - ~ ~ F~eMc
sa x or 1 / ~ - _,4L._ 1 ~ ' i I 2~~ ~
_ w _1 1 _ ~ \ I ~ 1
- - ~ 1 1 / _ ~q6
/ ~ ~ ~ r ~ .PROP. Irs oF~ ~ ~ r 3~ 26 ~ I t / 11 I I ,6 / II II
r ~ v ~ p15TUR / / I ~ ~ ' / / V V
M.C. D,QT. bT OR 6 \ \ ~ / / 130 ~ ~ 6D~ ~ ~ / IUIrEO iAMIC ~ ~G ~ V?~ `z~ oaoP rN.Et
IAOM[ a~ / / / I \ J~" , \ \ \ X35 / i / I ~ / ~ ~ _ Q~
\ \ ~ / / st. - - 12 NEW TREE LINE
APPlIG1BlF AT ALL POWIS Oi IIBIE9I t E11f~E IlI1L S8E S STABLIZED. \ \ ' / ( ( J ~ ~ 25
f1~1aSNi CNEISIB ~ l1E mQ ~ 1dY iMIAB111DE YUA [ PTB7IIDED. / \ \ \ ~3A/ \ \ \ ~ ~ ~ 23 ~ 24 ~G(~- 50' NEUSE BUFFER
/ • ~ ~ tiles---_ ~ i go 1- ~I
A. N.C.D.O.T. + b OR + 87 IRi1RD IIOIE 9MLL ~ INED. / \ ~ \ ~,j5' / / /~3 ,19 ~ , ~ ~ ~ 0J ~ ~ _ _ 1~~ -
PMD FO K 60'1 w QOM . Ib 2 ~ \ \ \ / ~ , / ~ 11rMM/ RAOAIB iD uB~ iRUg14 ~ ~ T fl/PI~ME AOOp11mAlE \ \ / i / ~ / / / ,11 i1 ~
R In ~ PROVIDED. ~ /ti C. ENiNWCf(S1 9D1r<D ~ LOCATED TO PROMDE FOR IIAi01I11 \ X31 , / / ' / ~ NEW TREE IMrE / ~ ~ - EAIa.E FAi~I ~,,,,a,
UTIQi111011 BY ALL 001E'IRUCIION 1MICILS. \ ~ ~ ~ 1,1~/ / . ~ ~ E~ - / ~ ~ ~CC110N 1'8d ~ - a oaw~u
Q MST ~ MANTABlD M A Camel MICR Mll PREVENT iRAC10NG ~ ~ ,q9/ / ~ ~ R,OII Di TBAFfiC OIW SiBl1E11E. ?E1I001C lOP ORESSWG X131.- / / / / /
MLL E FBQMr KtT~ JOIE ON IYtD / / E ANY MAlE1rAl MIDA >Atl M~ f 01110 l6E ROAD YUSf BE CLEANED ~ , ~ ' / ~ I _
B19DIA18.Y. / / ~11g~- ~ ~ ,.~1~6 ~ , .
a
~ EAG~ FAi~ll I - - `i , CONSTRUCTION ENTRANCE ~ - ~ ~,z ~ _
No Salt ~ ~ ~ _ . f EB 1 0 2004 INLET PROTECTOR DETAIL ENTRANCE WIDTH DEPTH END WIDTH LENGTH
I 1~I'~I - - -129- - ~VGILJLI~ Green Engineering, P.LLC. Iq >oCA1,E
^fl'FR L SrR ~ ~--130--~ 10' 1 ~ 4' S0~ o ~ ao m >loo >too
rmmmmm%
FLNINON DATE BY DATE NO4B fl 2000
~ 8-10'064 GREEN ENGINEERING SECTION X REUSED PER S&E COMMENTS 1-8-04 MDT BCU.E PROJECT No: BUNK 9J-151
WATER WASTEWATER, SURVEYWQ PLAMM PROJECT MANAGEMENT EAGLE FARM SUBDIVI GRADING / S & E F.B. 871, CADFI : 031510MII -d" mm ASCII FILE:
1 303 K ~OLDBBOFiO ST. P.O. BOX QM WILSON, N.C. 27M PLOT DATE: 2-6-04 MIT IDIVISION PLAN WO. I WIN
TEL [phone] FAX (25?J 243-748 OFRCE OCiFEENENCiCOU CRY OF WILSON NL3(X e WILSON COMM, NORTH CAROLINA MEET NOLGPI Cr- 44-A-W
TUVY

SEEDING SCHEDULE
EROSION CONTROL NOTES: M
UC SEEDING (PERM.) TEMPORARY SEEDING (FALL) i r DRAINAGE SEEDING AND f~ULCHING TO 8E APPUEO
1. oerAw GRADING PERMR. / ~ ~ ~ WITHIN 15 WORKING DAYS OR 30 CALENDAR ry STRUCTURE TOP INVERT
sEEDwc MocTLx1E sEmwc MO(RAE / / DAYS (WHICHEVER IS SHORTER) OF AU, LAND
iPECIEb MTE (l8/ACRE) iPECEb M1E (11/ACRE) 2. CONTRACTOR fFIALL V'EREr LOCATKIII OF ALL EKIITINO U1IUTIEI ?Ie011 TO COMMLNCwO OOIN11R1CTION K OONTACTRIO WAO (1 100 IJb-1111). ~ i i DISTURBING ACTIVITIES NOT PREVIOUSLY ~ DI ~ 1 129.00 125.00
rALL FESCUE eo ~ (~N) 12o s. wsrALL cRAVa coNSTRUCnow PAD, TEMPORATf'f avERS1o?a, SILT ~ FENCbNC, sEDMIENr wSINS GR oTNER uEAS11RES As sFlowN oN tHE / / / - STABIUtED.
KoeE LESPEDEIA to sEED1Ia DATES APPROVED WAN. c1EM oNlr Al NEGEttARY To wtrALL THEIE DEYiCES. / / ~ 01 2 129.00 126.35 / ~ ~ / / / SILT FENCE TO BE INSTAU_ED AS SHO N OR
sEEDI1o tDTis Ca~AtiTi1L~PIAN AND -A11G. ts- DEC. JG ~ Cl~ NO AND GRUIIwO. MANrtAW DEVICES As NEEDED. ROUOFI / / I ; W / / j DI ~3 128.50 125.00 AS DEEMED NECESSARY BY V~UAL
1. FROM sEPT. 1- MAR. 1 USE UNSCARIFIED SERICEA SEED. / / / 1 ti i 9~ / / 1 - ,,29 OBSERVATION.
ON POORLY DRAwFD SITES OMIT SfRICFA AND wCREASE KOBE TO 30 l8 ACRE. SOIL AYEiIOMDliS b. STABIU2E SIZE AS AREAS ARE BROUGHT UP TO FwISH GRADE WITH 1 WHERE A NEAT I~YMN~ N OEbMED, OMT SERICCEA AND wCREASE KOBE YEtEfA1Kw, PAPING, DIR1H LwwOt, ETC. TO /0 lt/ACRE. 1,Ooo Is to-lo-to~FERT1 R.~~E CRaAn AcRKX1LTUrNI uMESraNE AIID wAiEN CO?a1RUCfaN IS cawLETE AND Au AREAS ARE sr
NURSE PIANiS COM/LEIELY, CALL fOR INPEC110N N ENIAROiIMEH1AL wlFECta. / ~ / I I 1 I SILT FENCE / / /1 / i t I I
MULCH BE7WfEN APIL 16 AND AUG. 16, ADD 10 M ACRE GERMAN MAlEf OR 16 LB ACRE 1. M 111E K APPROVED R[MOVE T[MPORMY OA+[IIfI0N1, fllT FENCID, / / / / ~ / I I ~ I ROCK CHECK DAM O
IIA7ANORM/. ndOR TO MAY 1 OR Afl[R . 10, A00 161J/ACME Rffi (G>I+W). ~Y 4,000 U//AC~R_[ f~g1AW. ANC1fOR ifMW /Y TACKING WRH AiPM1ALT, NET1w0 IEOMiLNT 1AiNN, E1~C., AND ItLD 01R OA MM[ ANY IIi1UL1110 MR[ OR A INILCH AifG10NN0 TOOL A ONK WIM IlAOES LET NEAAIY i1RAlONf CAN ~ ~ / ~ ~ 1 I ~
MEAT ALL AEJiANYNO PEIMLANENT ERO110N CONTROL. OENCIt (IUDN AI SEEDeD DATES DIED At A MULCH AMCNORIN TOOL YELOGIY DLRIWAIERI) bN01AD ~ MVtTALLED NOW. / / / ~ , / I ~ I . I INLET PROTECTOR
BEST P06SIBLE WIwfENANCE E WHEN VEGETAl10N HAS BECOME EST \ EARLY SPIIIK`. FEB. 1S- PAR. 1A FF8 18- APR. JO ' ~ FOR iliNl ~ ~ / / ~ ,ti
Ilfl'ECTION tY FIAMIOiIIDRAL MMPECTOR. ~ FALL: Seta. i- >@l. ~ SE/T. 1-OCT.St REPNR ND REFEATIRE DAMAGED ALFAS WEOIAiELY. TOPDRESS WITH 80 Lt ACRE OF NIIROGELI w MMCH. F rt N IFCESSARY((pT~OpyE)pfT~E~ND TEIIP~ORARY OOYEA taa ` ~ / / / / / / / ti~ I ! ~ DISSIPATER PAD 144 ~ I ! / / / ~ /
SOM. ALIENOLFJIIS PIAII) ~ILOREiA~N 80 LB ACw ~FEIMLAIff ~EAI0.Y~WACF1. i / 1 / / I I / / / ? SEDIt11ENT TRAP ~
APPLY lJ1E AND FERIIJ2ER ACCONMNG 10 S01. TEST, OR APPLY 3,000-5,000 IB/MCRE \ ~ ( 33 " ~ ~ ~ I 1'~ ~ I I / / /
GROUND AGRIaullwl LIE5101E (UIE TiE 1DiIE1I RATE oN SAier cols) AND i,000 TEMPORARY SEEDING (WINTER/EARLY SPRING) ~ ~ lbl/AGE To-lo-io f181BLii8. \ 1w~ ti ~ I I ~ / / ~ S._~ I , / / ~C
MutCN fPECEt RATE (LB/ACRE} I / ! • ~ ~ , I i / ~ _ _ ~ a SEC. 'A-A H000, GRATE It FRAME
APPLY 1,000 lB//ACRE GRAIN BTRAW 011 EOIAYN.ENi OOVER Of ANOTHER SURABIF iME GMw) 12D ti / 1 a . 1 ~ TREE ~
IIIAlaL ANCMOk IIRAW N TACKIMi WRM Al1MLT, NET1eD, OR ROPING OR tY CAMIP- ( ANNUAL lE3PE0E2A (KOBE w PEDIDIrt w8 WRH A MULCH ANCIIOMIG 1001. A OIN1 1IIN ItADEi bET NEJrN.Y STIi1gIR CAN AND COASTAL nAw, KOibAN I I LINE / ~ ~ hS / h ~ , INFw i /
1E UlED Ai A INL011 ANCNOIrN 100E w ~ ' ~ ~ / \ ~1 I / h / \ /
YAwTENANCE OLIT ANLNL tESPEDE7A WHEN DURATKMI TEIpORMY CORER IS Nor TO ExfEND ti i / ~ I . ~ s /
i GROWTH E LESS nrYN Fuur ADEOIMIE. REFEATLll2F W THE SECOND rEAR, ACOORD- tEYO1D JUNE. we tD sole TESTS a lOPORE55 WIIN boo WACRE to-lalo FExT+1um. MDw As a~ l , I l 32 ti i -1 I hi11 t
NEEDED W11:NN N OM11ED P10M 11E IM'R~. AE7FE0, PEibl$ AND S.Y. CLASS MULCH DAMAGED AtAFAt ~11DWllTT. MOINlUNS- ABOVE 2500 iT: FE8 1S - WY 1S A TTONE 0~ I I I
BE1LW 2800 Fi: FfL 1 - MAr 1 " l I ~ I 1 ~ 1 !ll
PFDUOIR- JAN. 1 - MA1f 1 TEMPORARY SEEDING (SUAIfraER) coASrK PIA11 -DEC, 1 -Ant. ib 5 1 ~ PROP UWT'S OF ~ I I o~Ttx~u+cE 'L° I
bEEDwO ~ AYFIDIIDITS b~' 1.67 bTONE ~ ~ ~ ' I ,one ~ I ~ ! ~ I 1
IPECFi M1E (lJ/ACID FOLLOW RfC01YIfNDA1K1N6 OR APPLY 2,000 l8/ACRE OROUNO AORK;UUUIW. ; y;;i; • . l ! ~ ~ I l I 1 ` I I I
GERWN MYlEi l1+F51011E AID 780 Lt/ACRE 10-1G-10 fER1~1Z18. 1r:'• B.Y. CLAbb /0 -r,~' i~~x~' A tT01E / / ~ h~ I I ~ I ~ I ; ~ I 1
w THE PFDLIONT AND MOUNTAWS, A SMALL-STEWIED SUOANCRASS WY BE ~ AT A RATE IAKLH ':ij~r•' •140 Nl~T1TUTED ~ ~ APPLY 4.000 lB/ACRE STRAW. ANCHOR STRAW BY TACKwG WITH ASPHALT, NETTMD, • / -140 / I ~ / / I ~ I I ~ I I of
OR A MUICM ANGOMq TOOL A DS1K lI1N BLADES SET NEARLr SIiMI01R CAN tE SEFDIM' GATES USED AS A 1NLCN ANCiDMp 1001. , 1 l I ~ ~ ~ I 1 j l
IIOINITAkIS- LNY 18- AUG. 18 / / I l N I I 11
PI>)MOIIt- MAY i- AUG. 1S 139 / COASUL WAIF- MIL Ib- AUG. 1S , / I i ~ 31 I 139 / / / / ! ~ 1 ~ I I I /
rr1E~ ol~r au ~ oRroTo~wAaE~, REjERtu~zE AND wKCH / / ROCK CHECK DA M / / 1 I I N ~ t< IPI.IW / 1 ~ 1 ~ I
/ FoLLOw RECOIeIE)1DATKiNS of SOIL TESrs aR APPLY 2,000 l8/ACRE clraAVD No Scale / / / / / } I ~ ~ 1 ~ S I ~~tAR ~ 1is011 ~IOIM Ol'61 OM
AORKXII.TURAI Ll+EtT01E AND 7W lt/AME to-io-TO /e1R~E~ ~~~tl- / ~ . , / / I I ~ 1 ~ I wis w w~` ~e / ` : 1 I $ / / / I ~ ~ ~ I I
MuLCN / ~ / / ~ / ~ / ~ ' I
APPLY 4,D00 l8 ACRE STIIAW. ANCHOR STRAW BY IACKWG WRH ASPHN.T, NETTING ~ / OR A 1RIlCN 100E A 01811 MRi tIADR SET NEMLY SiRADM CAN tE / ~ / I I I I / / / ( / ~9 / ~ I I 1"
USED AS A YIA+CN ANCilOR11G 1001, / / ~ / / I I J / / / ~ ~ I
M11111NNFCE ,I' / i / 1 I ! / ~ / ` I ~ I
i'ce' / / ~ AEFERiIt12E F GROWTH IS NOT FULLY ADEOIAITE RESEED, REFERTbJZE AND MULCH _ ~ i cy , / ~ / / ~ / I I I ~ I / ~ ~ / I !
NMIEDIA1ElY FOLLDNSNG EAOpON OR OBEB QALLAGE ~ / / / / I 1 I I G I / ~ ~ / u ~ I ! i ! ~ 1" i
/ / ~ / ~j6 / / I I I I / / ~ 47 1 1
/ / / / / / / / ~ .N ~ l ~ r•r. .dr. .,Mr
/ / / / / / / - " ( ! / I - N~ i I
~ / / / ~ / / I / N
f ~ / ~ Al 1/'1~ ~ / / / / S~/ / / ~ ;
/ / ~ ~ / i / / / / ~ I ~ ~ I CATCH A SN
1 • cHISE1 COMPACiED AREA3 ANO bMEAD TOPt01. J wCHES oE>rP DYER AD~RSE sole / / / / / caDmoNS. F AiwrAtlE / / / / / / / ~ / / I ~ / ~ W / . I 30 ~~i / ~ - ~ l I No Sooty
2. RIP THE ENTIRE MEA TO i wCHES DEP'M. ~ / / / / / / / / / / /
/ / ! I
REASONAeir ~HRDgL~ ~ oliFR OBSTIRICIIONS LEAPING suRFACE / / / / ~ / / / / ~ / i ~ ~ ~ / ~ / ~ / uvs~ ~ wsnrw o+o ~ ~ / % ~ / ar owi ~ >s~ar o~w ~ ~ ! / / I aor
4. APPLY AGRICIILTIIIAL lltE. /E818JZLR, ANO wPEAPMOfP?N1E INIPORIILY AND / / / / / / / Ma w1N toll (ta imW), / / / / / / f~" I /
/ / / / / / S CON19A1E 1K1ACE UN1L A HELL-PIiVERI2FD, F~ REASONABLY UNIFORM ,~'hv / / / / - / ~ / / 1
7®!D 11 PIFIMIFD / TO 1 wCLEi Ot@. / / / , / ~1~0 / / r a~ na 1 i
/ ~ ~ / / i a ~ a+ ~ F~RESHI~n ~sEmBEa wID oa~EA s® tr~Imr wIH s®wc ~ / / / / ~ i 1 f / ~ 29
s~ / / / / ~ ~ 7. LKxCH Y AND AiCLO11 MULCH WITH ALPHABETIC MATERIAL / , / / ~ I I / ~ , we i / ~ I
(MULCH oIALL NoT u D111MtDI / g / / / WtOP. 20' p ~ I / I I
/ / / ~ wsPECt Au sEEOm AREAS AI1D MAKE NBCESSARr REPAWS oR RESEEDWGS wmw / / / I T?IE AILS F suwo bHOUD eE EVER eoal / / ~ ~ I rw~ 1 I 1 .
OAYACED. O~ML 1tE. FERIrLZER AID sEEDwC ra / / / ~ I rAS MAN RATEL 0 / / / / r I r!"~ EN / I / / ` I I ~ - tiM N l• / ,l
e. OONSUI.T cCiwER+utlon wlFECro11 ow MA/RTl1LMrrE 11FATLENT AID FERIWUt10N / / I I N~' 1 / I onoro~ / N Ix~ 1l1lMp01
AFTER PEIMIANENT COYETt N ltTAt1N1FL / / / PROP. 20' 0~ / / / / ~ w \ I ( ~1NIIr ~OT10Y + Of N ~ I ~t,>~ooo
~ / APPIr: ACRIC11Lfl1iAl LIE3TOIE - 2 tows/ACRE y/ / ~E / FERRRERR - 10-10-1o ANALY>Lt AT 100 - looo LBS/ACRE ~ ti} / rv 1 v i~ ~ I
StIPE1MF106nLAlE -Soo ttt/ALbE of Zml ANALYSE SUPEAPIIOSPFYYTE MULCH - 2 TONG tl SMALL a1Aw srRAw[M2IE / I ~ ~ ~~J I I ~ ~ II ~ / I I ~ p ~ ~ I 1 ~ F7E11CE UPStREAY ENO
ANGIOR -TACK IJOLD AT 100 GKIANS/AGE oR / / / EMiIS1Ee AtPI1LlT a bOD auCws/AG1E ~ / ~ I / ` ~ \ I w SRwI DMMI ~ ~ ~ I ~ ~ ~ I N1Q
/ / / ~ I y ~ I
/ ~ I / / I N / ( i o 4s ~ ~ ~ I ~ II
/ / / ~ / o I ~ ,II
55 / ~ / ~ 50 50 ~ / ~ ~ % / I I ~ s n~
~ ~ 52 I 51 54 53 / / / / ~ ~ ~ / I
~ ~ / / M ~ / / ~ I ~ \ ' \ ~ I / w ~ 1 / I
i / / / / / ~ \ ~ \ I / 1 a 1 I rYIS~ED STpE
/ ~ / i ~ ti~ ~ ~ I 1 / rua w?now~ w~oM,wic aaN ~ I - I ~ ~r cica+
/ ~ 1 ~ ~ I I
1 / / ~ 25 x50 x6 TEMPORARY / / ~ / ~ ~ ~I i I I PLYWOOD STONE FILTER IN
~ ~ GRAVEL CONSTRUCTION / / ~ P. LIMITS OF ~ W / PRO \ LET PROTECTOR , , I . ur~ri5 / I
1 / DISTURBANCE ~ I I IRBANCE ~ I I Nc Soob
•i- ~ ~ / - - ~r ~ I I I N I ~
~ I ~,.~3 ~ I ~ ''a ~ - ~
~ ~ , _ \ ~ 0~ O+Op - ~ ~ 1+00 ~ 8+00 ~ ~ 1 ` ~ ~ I Ya 4r IIg00 FwAIE s+oo I ` ~ ~
00 7 IIL-, 1+00 . S ' ~ ~ ~ W t 3a ~ I ~ i ~ 1 ~ I
/ L+ ~ - 61 `0 ~ 3 ,ti ~ ~ 1 ~ I FAwc
tc, ~ x °C 1 / r11 f~$ ~ I~ ~ ~ i
' _ _ w _1 l ~ ~ ~ - - _
- ~ \ ti 6 ~ '1 ~ 1 / 1 I
~ ~ r ,PROP. rrs oF/ ~ ~ J ~ ~ ~ DISTUR ~ ~ 3 26 ~I I i / 11 11 \ 6 1 I
r EN. ~ / / / ~ 1 G ` / ~ V V
~ 6O ~ i / MI~'D iAwC ` , G ` ~ , ~1" DIgP MN.ET
J~' ~ ~ , / ~ ~ ~ ~j5 ~ ti~ / I I ~ ~ ~ w111 g1AlE ESL
- - - t2 NEW TREE UNE
APP1K'ilBlt AT All POwR OF rLGBE1B ewGRE>< uN1Il SI1E N STABIL2FD. a J,~ \ \ ~ / ~ / ~ / \ \ 4/ P~J®IT ~ a tlt o0t0[ w 11ItTT 11EiIItIw1DE MINE R MOIEED. ~ ~ ~ ~~3 ~ ~ ~ ~ 25 ~
~ ~ ~ ~ 23 24 ~ ~GG- 50' NEUSE BUFFER li}~---_ 1 _ ~
w~ ~ ~ j~ ~ ~,3~ ,ti9~ SA f~ gA
A N.c.D.aT. f b a ~ u IMY~ 8101E tNALL E utED. / ~ ~ ~ ~ / = g~ IMD A BE 80'l r 1011 r 1'S 21 ~ \ i ~ ~ / ~ /v' ~ ~.,ti _
t. TUMIi MDAN llI1lCEllT 10 AODOIMODAtE NtBeA tTI1CKS \ \ ~ i ~ ~ / ~ ~ ~t2T 7-- ~ ~12 ~ NEW TREE LIDIE ` C.yC
C. ~ ~ LOCATED W MODE T0R YAKSABL \ ~j2i ~ ~ ~5 / i ' / . i ~1M.~ F~ CAA
UTEltA1MS1 M ALL 001NRR~OK iB11G01. \ ~ ~ / ,ti0 / 0. PINT ~ YAMW®M A COTtTe1011 ~IGI WIl PREVENT TRACIOID ~ 9/ ' / / ~ ~ [-1't11V I rV ~ - a mr~
011 DIET P1DN 0/ 1wR 0180 t11Et11. PE1I001C TOP DIN:351IG ~t31i ' ,12 / ~ ~ ""'I l'
WIIN 1101E bLL t MtEt>NOLtr I®~ ON NAM0. ~ / E ATM W1EtM1 >1~ 1111 tMlOft / 0Mp flE t01D MUST ~ CIfNFD ' / ~ , i -126 1 ~I1,IGU1~1~M~ i it _ FE8 102004
,129 ~ ~~ti ~ „ fi~6 ,
~QLE FAFwI ~ - , _ _ - , = ' , P~LLC, - _
TR TIN NTRAN ~ r - ~ - ON U
No Scale ~ , - - - - 1 INLET PROTECTOR DETAIL ENTRANCE WIDTH DEPTH END WIDTH U~1GTH
- --129- - _ - ~{~~DLr'I~~`+" wo ~
-130-- 10' 1 ~ 4' S0~ o ~ ~ no goo aao
!!'IWO! WE BY DA75 f~IdYE#fE312000 Now"
GREEN ENGINEERING SECTION X REVISED PER SIDE COMMENTS 1-6-01 MOT PROJECT No:
WATER, WASTE---WATER SURVEYINC3, PLMWWG, PROJECT MANAC?EMENT EAGLE FARM SUBDIVI
om"ADING / S & E F.B. 67T, 03161011.0"
1 300 N. OOLDBBOFIO HT. P.O. BOX 600 WILSON, N.C. 27800 ~DIVISION Fem. T ASCII FILE: PLOT OATS: 2-6-04 MT
PLAN mow
q~ TEL [phone] FAX [phone] OFFICE 0 QFiEENENCICOM CITY OF WILSON WIL8U WLSON COUNTY NORTH CAROLINA w6w Na cr

EROSION CONTROL NOTES:
SEEDING SCHEDULE
" DRAINAGE i ~ SEEDING AND MULCHING TO BE APPLIED
E SEEDING (PERM.) TEMPORARY SEEDING (FALL) / ~ ^ WITHIN 15 WORKING DAY'S OR 30 CALENDAR ,
sEm~+G MncnrrE o/TAW oRADwo PEIMOT. sEEDMIC wxTLIRE STRUCTURE TOP INVERT DAYS WHICHEVER IS SHORTER OF ALL LAND / ~ ~ ( )
SPECES (u/~ 1. CONiRACTOR SiW.L 4ERIFY LDGTION of Au EXLSTINO UiiLRIES PRIOR To SPECIES RATE (19/ACRE) COMMD1CAq COIISTRUC110N ETY CONTACTING UL00 (1 100 I,SS-1111). / / ~ ~ DISTURBING ACTMTIES NOT PREVIOUSLY / ~ DI ~ 1 126.00 125.00
TALL FESCUE NI ~ 120 J, wSTALL GRAVEL CONSTRlIC110N PAD, TEMPORARY DNERSWNS, SILT PENSACOIA BAHY~CRASS 50 FENCwG, SEDIMENT BASwS OR OTHER MEASURES AS SHOWN ON THE / / / STA6IUZED.
l1FSPEDEIA 10 SEIDWG GATES APPROVED PLAN. CLEAR ONLY A6 NECES6ARY TO 01STALL TiElE DEVICES. / ~ DI 2 129.00 126.35 / ~ i~ / / / SILT FENCE TO BE INSTALLED AS SHOWN OR
SEEDwO NOTES YOUIITAWS-AUG. 15- DEC. iS BEGW CLEATMND AND GRUIIID. MAwTAW DEVICES AI NEEDED. ROUON ~ l / l l i 1 / / / / ~ o DI ~3 28 50 125.00 AS DEEMED NECESSARY 8Y VISUAL
COASTAL PLAM AND PEDIIONT-AUD. 1S- DEC. 30 GRADE SITE. 1. FROM SEPT. 1- WR. 1 USE uisCARIfM:D SEWCEA SEED. SOIL ANENOMDtTS 5. STABILIZE STIE AS AREAS AIE BROIIDHT UP TD FINISH GRADE MNTH / / l l e OBSERVATION.
2. ON POORLY DRAWER STIES 01YT SERICEJI AID WCREASE KOBE TO JO LB/ACRE 3. WFEAE A NEAT APPEARANCE E DESItD, OYrt SERKW'i1 AND WCRFASE K6BE VEOITATION, PANNQ DITCN uNN10i, ETC. / ~ .~9/ / / / t ( ~ ,,z / / ~ I I 1 ~ '~8
TO /0 a/Ag1E. fOLLOW SOIL TESTS OR APPLY 2,000 LEI/ACRE GROUND AGRICULTURAL LWESFONE AND 1,000 LB/ACRE to-10-t0 FEA/IJ~A. 1. MMEN CONSTRUC110N IS I~NPLETE AND ALL AREAS ARE STA81uZED / ~ ~ / I SILT FENCE
NURSE PLANTS COMPLETELY, CALL FOR 1111PECTIOAI EN DIYIRONMENTAI WBPECIOR / / / / / / I ( ~ ~ ROCK CHECK DAh1 O
BETWEEN APR. 16 MID AUG. 16. ADD 10 LB//ACRE CEANAN WL1FT OR t5 LB/ACRE 7, F SIZE IS MPROVED, RE1i110VE TEAIPORAIIY DNERSIONi, SILT fENCINO, BUOANORAII. PRIOR TO WY I OR AfiER r410. 15. ADD 25LB/ACRE RYE (DRAW), APPLY 4000 uT/ACRE SiTiAW. ANCHOIL STRAW BY TACKING WITH ASPIIALt, NETNIO N'DINENT BASINS, ETC„ AID SEED OUT OR PAVE ANY REIULTOD IAIt r / / / ~ I a I ih
OR A MULCH ANCHORwG TOOL A OMt( MAIN BLADES SET NEARLY 6TRAIOIrt CAN N: AREAS ALL REMNNINO PEIIMAIENT [R09KIiI CONTROL DEIACEI (BUCII A6 SEEDWG GATES tEED ~ A ANCIIOIrIC TOOL VEI.OCIIY DISSIPATEAB) 9I10U1D EIE w/TALLED NOW. ~ / / ~ / INLET PROTECTOR ~ / / / / , 1 I. ~
BEST POSSIBLE MAINTENANCE ATK1N HAS \ WHEN 4EGEi BECOME ESTABLISHED, CALL FOR FINAL BITE ~ 1 / 3~ / ~ ~ ~
EARLY SPIdMI` FEB. 1S- YAR 20 FEB. 15- APR JO ~ OAIA~GEO AREAS YYEDMTELY. TOPDRESS WITH 60 INFECTION ~ EMARONMENfAI \ FALL: SETT. 1- JD SEPT. 1-OCT31 LB ACRE Of NITRDDEII w WRCI1. i rt IS iECE.SAR1' TO EXTDD TEMPORARY COVER 14a / / / / i DISSIPATER PAD ~ / / / / ~ I 144 I ~ / / / / / ' ~
JIVE iS, OYF115t>:D WIIN S~O~~a1/ACRE KOBE ((PIEDYONi AlD CW?4TAL 1 i' / l / / SEDIMENT TRAP ~
SOIL AIIENDIIENt4 PIMi) OR KOREW p10LNTAMII) LETMS7~7A N 411E FEEIIIARY OR EARY MARGL I / 33 l ~ ~ ~ / ~ 1 ~ / ,~~d I 1'
APPLY liE AID FD11I1ZE)t ACCOIDwO TO SOL TEST, OR APPLY ],000-5,000 ui/ACRE ~ aauD AONGLTTJIIIAL t~lestOt (TIE TIE tDll]1 RAZE ON SAIOY 6Drs) AND 1.000 TEMPORARY SEEDING (WINTER/EARLY SPRING) ~ ' ~ 1 / ~ .'Sr / / \ _
Lq/ACRf f0-10-10 fQ1il~1. sEEDI1c MOC1uRE / ; do r / { _ ~ x ~?P I I / / ~ _ , a SEC. 'A A' H000, GRATE 1i FRA11E
MuICN :PECK RAZE (LB/ALJ~ APPLY 4,OOD lB/ACRE oRAw 6TRAw OR EOLNYAifNT COVER OF ANOTHER SLNTABLE RYE (CRAW)) 120 / a ~ ~ I / / ~ f ~ / ~ I _ 1 owtie? wr, «n ro. cx M x w l ~ r ti / \ i
IIIRCN. AIICIIOR SRINA BY TACKND MAM A6PIMI.T, NETTwG, OR RONNG OR BY CRIMP- ~y,~ LESPEDEIA (KOBE W PFDIIOIQ ND MAM A IIULCN ANCNOAIO 100E A OIML WIi11 1410ETi SET NEATLY STRAIGHT CAM AND COASTAL PIAIL KptMl h I t ~ncL ~nn~G i ~ \a ~ d / ti /
N WED AS A IMIICN AIC11Dwi0 10711. w 110UNTNNB) SO / I ~ ~ ~ r
YAWTO~MIICE OMrt ANUAL LESPEDELI WHEN DURATION TEIrPORMIY COVER LS NOT TO EXPEND L / ~ I ~ ry ~ S
E GROWTH 5 LESS THAN FULLY AOEQIMIE, IEf6tItIZE W TFE SECOND YEAR, ACCORD- BEYOND JUNE. we To SOIL TESTS DR TOPdE55 WIIiI 100 LEI/ACRE 1o-10-1o PERTLIgA. IIOW /5 aTES ' / , ~ I / 32 ti ~ f ~ I ~ r
NEEDED WiEN ~ICEA t OIIITED F1p1 11E IEIII~. REiEID. ftlfiL!$ AID S.Y. CLASS e. ~ ~ / I I
ASK Bi~A1E11! YOUNTAwS- ABOrE 2500 FT: FEB. 15 - WY 13 A STONE EE1DW 2b00 FT: FD. i - WY I ~ ~ / ~ I ~ ~ ~ ~ A ~ 1 : ~ PROP. u?+RS of 1 r ;p
TEMPORARY SEEDING SUtt~MER casuL row -'DOC.wY-' Mart. 1s ( ) ~ I DISTURBANCE _ I \ ~ ~ l ~ d'' ~ { 1 ~ If A A
SEEDING MntTLlt ~ AIENOMfNIS ~t a~ sroNE
SPECES RATE (ur/AC1T~ FOLLOW RECOMIIENDNTKwS OR APPLY 2,000 LB/ACRE GROUND ADWLXILTURAI .~,a;i.' 1 t ~ I ~ ~ l
cERMw wit ~ LMESTONE AID 750 u/ACit lo-io-io fERRUiIR ..;~.-{,~r~ A / / I f ! r ~ I I / , ~ I f I~ t ~ ~ ~ 1 I ~ ,e
w THE PIEDMONT AND YOIwTA1NS, ASMALL-STEWED SUDANGRASS MAY BE F1AW •f''~A~.~'' ' •1M ~M ~ SIIB6RTUIED AT A RAZE OF 5D u/ACRTt. APPLY 4.000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WPM ASPHALT, NETTING, , • / 940 / ~ h I bl
SEEDBD DATES ~ M~LxAGI ANGLOiING tDOL. A oTBif WRM NAJEI SET NEARLY STRAIOM CAN BE
MLMCN ANC~IOIw1G t001. MOUNTAWS- WY 15- AIIG. 15 YANITENANCE ~ ~ l ~ I ~ 31 I i
PEDYOirt- MAY 1- AUG. 15 / CD,A6UL FLAW- APR 1!h AUG. 15 139 / 139 / / ~ ~ 1 ~ I ~ ~ f I
REfERiMRE If CROWiH a NOT FULLY ADEOWTE RESEED, 1+,13E1t11uIE AND MIM.CH 6~ Y F ETA DAR ROCK CHECK DAM / / ~ ~ 1 1 I p j ~ ~ / / ) I r \ 1 ~ ~ 1 ~uwc . wsoa ~ oral a w~
/ ' ~1 Fouow REC:aMMENDAnoNS DF SOIL TESTS oR APPLY 2,000 LB ACRE DRO1N0 / / / / 1 ~ I ~ ~ j aic ar o~ ww w t` tNw
AOIIGIIiLMIN. IJMETROIt AND 710 u/AaTC 1o-10-io FERn1iFJL. No Scala ~ ~,3~- ~ I rwc
MUICH / ~ ~ i~ / ~ 1 I / I I I I ,
APPLY 4,000 lB/ACRE SiiWN. ANCHOR STRAMI 9Y TACKWG WRH ASPFLALT, NETTWG / / / ~ ` I I
OR A MULCH ANCHONiq TOOL A g61t •fll 14YtS SET NEARLY 5TRAIGIIT CAN BE / / ~ USED AS A MLB,CN AlIC110NIG ipOl. / / / i ~ I I ! i ~ ~ \ 1
IINNTENANCJ: ~ / i ~ / \ I \ ~ / ~ ~ ~ ~ ~
/ RttFRTIUZE IF GROA?H LS NOT FULLY ADEQUATE IrESEID, 11EfFRTMJZE AND YLILCH _ ~ a i / / ~ ~ ~ s- I i J/
IMEDMTELY f0L1DWIlf E1i0610N OR O11Q DAMAGE ' / ~ / / / / i ~ ~ / i Il I ~ t I
/ / / ~ ~ ~ ~ 1" I I / / ~ i I ~ / ~ r 47 1
i / l/ ~~6 1~ / ~ / / / / / -~i ~ ( I I
l i ~.r / / / / / ,,i / / / / `34 / i' i ~ I ~ ~ i N ~ I
/ / ~ ~ / / 35 / ~ N I ~ / ~ / ~ / ~ ~ N .,I FI.EItA11gi
/ l i / / ~ ~ / ~ / N ~ 1 ~ ~ 1 ;
!'11 Kl~ 1M1 V / / ~ / `jA / / / / / ~ CATCH ASIN
~ / ~ / t. CHLSEL COMPACTED AREAS AND SPREAEI i0P90L 3 WCHES DEEP OVER ADVERSE SOLI / / ~ 1 / / i ~ W ~ . { 30 ~ ~ ~ ~ ~ / I ` No Scow
CON01110NS, ~ AMAMAN,E / / / / / / / 33/ ~ 1
Z. RIP THE ENIBIE AREA TO / WCIEi OEPRI \ ~ / / / / ~ / / / ~ / ~ ~ ~ I i I
i Y S q N~ANp T DOER OBTitRUCTDNS LEAIANG SURFACE / / / / / / ~ti / ~ / ~ ~ i 1 urss~w ao ar ~ a01DMw ~ ~ / / ~ I i of saaw oiw+
4. APPLY ACRKXILTURAL UIE. Fl]ti1JZEll, AND fUPERPHOSPIMIE INNFORYLY AND / / / / / / / /
~ ~ / / / / YO! W11H SOM. (SEE BEt+OAIj. ~ / / / / ~ i I ~ / / I a~a aaw i o / ! ! r /
5. CCddTwclE 1TLLACE UNTL A MA31-PUIVEIMIED. FBi1L. RiASOILIBLY UMOfORM ,y4 ; / / ~ ~ SEEDBED fs IIEPAIED 4 /D 1 I1CiE3 DEtT. / / / ~ ~ ~ ti ~ I
/ ~ / / ~ s® aN A Fit9lY P~woD sEm®>ro aorat sEm uDImY wn+ s®wc / / ~ / ~ ~ 1 ~ ~ /I ' 26 ~ , s rre
E1R~Mt oB CIt11WD1T Rl1R ABN. / ~ / ~ I 1 / ~ I / I I
7. MULCH TMMEDNTELY AFTER SEFDIIG A10 Al10L01t Tii,Cil WIM A1.PIMBEIIC TJATEANL. / , / / ~ SFM11 NDT eE ar1PE~ / ~ / ~ / I I r ~ P "-~a,,,
/ ~ ~ ~ a wsPErT ALL SEEDED ATEAS A?D MAKE NECESSARY REPAIRS oR RESEEDWCS wrtHw ~ / / RA?NAG . I I 1 E EVENT I ~ ~ I 1 iii. / ~
TFIE PLANtWG SEASON. F P086H1: rt STN10 SHOULD TE EVER ImA / / , I ~ DwAAcED, REESTABLiN FOJOMIG ORIBIIML LBE; FERIEIZEA AND SEEDwG s / / / / I EM~N / ~Nt i ! i i I ~ -
a ~ ~ / ~ ~ I ~ ~ / ~ 1~~/~ EM N I• / EXtE~l01t r txtao~ rlrwo0p h
9, CONSULT CONSERVATKWI wiPEClat ON MAmENwICE ilEAT1IFNT AND iERTW1AtMTi1 , / / I ~ 0~ AfiER PEIr1AlIEiQ CdER i E8IABLMNEEI. / / PROP. 20' ~ w ~ \ " / ~ I ~UICI ~OT10Y ? ~ ~
~ / / / ~ APPLY: AGRIC11LTtIW, tiES1O1E - 2 TONS/ACRE ~ II
FEIAI6J2ER - 10-10-10 ANALYSI6 AT BDO - IOOD Les AL:RE 39 / ~VG / SuParllosP?wE -500 ~ a ~ A?w.YSfs ~1PEAPI105PiIATE / W
MIILa1 - :1016 ~~~p(, BI MLS) SMALL paw SINAW/ATJIE / I ~ AlIC110R -TALL i~li lJOln ABF'IMLT AT 100 GALLONS AqE oR / / / ~ ( i ~ ~ ~ I I stm ~ e?n f i ~ ~ ti / ~ I ro~ o~ orw
E1Bi~ ATEIIIALT AT JOO A12t / / / / ~ / I I ~ v 1 ~ I \ ~ ~ I ~
~ I / ~ / I N 1 ~ ~ ~ 49 ~ ~ ~ ~ I o?~t~w
/ ~ ~ ti / / / ~ I \ ~ I e v ~ ~ 1 ~ II
/ ~ / v 55 / ~ / 50 50 ~ / \ 1 ~6 / I (
~ ~ 52 / 51 ~ ( / I
54 53 ~ / / ~ / / / H / / / ~ f \ ' I ~ / ~ ~ / I
/ / ~ ~ / 1 \ ~ I / \ ~ I stove
/ / / / / \ a~ ` \ I 1 ~ I R1E~ iw~DMMR qAM
/ / / i 'C / 1 I f
~ / ~ / / ~ 25x50 x6 TEMPORARY / / / i ~ - I I PLYWOOD STONE FILTER INLET PROTECTOR
~ ~ GRAVEL G~IrSTRUCTION / PROP. LIMITS OF _ ~ I I uM~rs of ~ ~ I I
U ~ J I / / pISTURBANCE STURBANCE ~ ) I _ - i ~ 1 ~ I 27 I ~ No Scow
\ I~~\ / / / f I I ~ i
~ m I ~ l ~ ` `1j ~ I ~J ~ , \
1 5+L ~ ~W D+aO - 4+00 >p ~ ~ ~ ~ ~ I I'~ 4' Ig000 FA11f 6+00 i t by V ~
ao 7 ro~ ~ 100 ,tf• . / ~ 2 m 134 M Ln i~ ~ ` 1 ~ (
O 07 , ~ ~ ----364 tie ~ ~ I - ~ ~ f~ewc
da ~ _ ~ I 1~ _ 1
~ - ~ u 1 1 _ ~ ~1~~ 1
\ ~ J _ 1 1 / ~ X16 1' 1 .1 ~ ii 11
~ ~ r ,PROP. ITS OF/ ~ 3 6 26 ~ / II NI
N 1E11. a \ ~ ` / DISIUR / ~
/ ~ I I ~ rw~c eP ~ /
\ \ ~ / / i / I G 1 . ~ ~ti' o~aa rr.er ~ al ~ ~ away
\ \ \ / / ~ ~ ~ - - NEw TREE LINE /
APPUCABIE AT ALL POWiS OF Ir~'Ei i ENGOE IMil SRE B STAEIIBED. ~ \ \ / ~ ~ ~ / 25
fItOLTDR CItrJEi OF 1NE 6~t EEEI 61dY YIN~MNOE MRT E PEIOMEIED. / \ \ \ /t3A ~ ~ ' \ \ \ ~ 23 24 50 NEUSE BUFFER
5p 1- ~I
A. N.C.D.O.T. ~ 5 OR ~ 57 MANED BIDE SWILL ~ WED. ~ \ \ ~ i ~ / ~ ~ ~1 / _ -
MD10t10'LxlO'wrE1b 21 \ \ / ~ / L 1LMIG BADAN Sl/iliMf 10 A00018100A1E LARIER 11AlCKi \ \ ~ i ~ ~ 1 / ~ /f ~ ~zt- ~ ~a
M T+0 r MDIADm. / ~ /NEW TREE LINE ~ ~ ~ , ~ ~ EA~LF FAF~I ~ -
C. onlFWCq~ lIOU1D ~ lDG1ED tD PROIB?E POIt NAT/LBM \ 13~~ ~ ' ~ / ~ ~ / ImaJaloll DY ALL OOItINJCIION t1RlClls. \ ~ ~ ' / ~ tie' / ~ ~ ~ - i ~ ~ ~C'TION TBd - - d ao~e~
0. YITE;I ~ IIAIIDIIED N A ODip110N TNICN MALL PREVDIT iRACK1NG i 1M1~ / / OR DIET RDM 011M11D pAD BIIgR PFJr001C 10P OIIEIMD ,~t51' ~ / ~ ~ i
TWIN I1D1t 6t1 < I~NA/Y, I! SOIL ON i1MD. / _ _ -~ze~~s WI-~T~AIl. BUBOIV{SiON ~(eiV ~ tL~ `I ~ c
E A1fY YIL1E>NI.6NBM II6L I111E3 ET 01A0 lit ROAD iRJIT DF CLEARED ~ . ' ' / ~ IBS. ~ 129' ~ ~ /1~1 ~ . ~ 1 6 ,
~ - FEB 102004
EAOL.E FAFwI I _ , N C E ( N TRU TION ENTRA CO S a \~a ~teQn ~uteenr~, P.LLC•
8ECi10H TAI ~ _ _ _ - - - _ s~~ - - - - _ _ - INLET PROTECTOR DETAIL ENTRANCE WIDTH DEPTH END WIDTH LENGTH
I I~ - ~ - - -129- - = ~vE~ wo acKa
~--•130-- 10~ 1 ~ 4' 50~ o ~ ra 1DO f00 M!0
8'10'04 GREEN ENGINEERING SECTION X MUM DWE BY DA78 UhNE# 20M
RENSED PER S!E OOYIIENIS 1-6-44 MOT PROJECT No: 03-151
91 WATER, WASTEWATER, SURVEriJ(3, PLAMWa PRAIECT MANAGEMENT EAGLE FARM SUBDI 1 300 N. GOLDeBOFiO 8T. P.O. BOX QOO NfL.80N, N.C. 27803
GRADING / S & E F.B. en, 0315161rII4"
BDIVISION OWN HOW W ASCH F{lE: PLOT DATE: 2-6-04 IAT
PLAN MAP NO.
s TEL [phone] FAX [phone] OFFlCE OCIREEPENC1C01A a CITY OF WILSON WILS CAROUNA 8$l Na OF 44-A WILSON COUNIY, NORTH
VON-