20021386 Ver 1_COMPLETE FILE_20020830

O?0W ATFRQ Michael F. Easley, Governor
William G. Ross Jr., Secretary
y North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E. Director
j Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
July 15, 2003
(Replaces Approval Issued on October 28, 2002)
DWQ Project No. 02-1386
County: Nash
Page 1 of 2
Russell Holderness
PO Box 249
Tarboro, NC 27886
Subject Property: Tall Cotton, Inc., Mill Pond Road, Red Oak, NC
Flat Rock Branch [03-03-02, 28-78-3, C NSW (nutrient sensitive)]
Swift Creek [03-03-02, 28-78, WS-IV (water supply) NSW (nutrient sensitive)]
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Tar-Pamlico River Buffer
Protection Rules (15A NCAC 2B.0259) with ADDITIONAL CONDITIONS
Dear Mr. Holderness:
You have our approval, in accordance with the attached conditions and those listed below, to place fill within or otherwise
impact 132 feet of streams and approximately 13,200 square feet (fe) of protected riparian buffers for the purpose of
constructing a road and grass swales at the subject property, as described within your application dated August 29, 2002
including revisions and additional information received by this office on June 4, 2003. After reviewing your application, we
have decided that the impacts are covered by the N.C. Division of Water Quality (DWQ) General Water Quality
Certification Number(s) 3402 (GC3402). The Certification (s) allows you to use Nationwide Permit(s) 39 when. issued by
the US Army Corps of Engineers (USACE). This letter shall also act as your approved Authorization Certificate for
impacts to the protected riparian buffers per 15A NCAC 213 .0259. In addition, you should obtain or otherwise comply with
any other required federal, state or local permits before you go ahead with your project including (but not limited to)
Erosion and Sediment Control and Non-discharge regulations. Also, this approval will expire when the accompanying 404
permit expires unless otherwise specified in the General Certification. This approval shall replace the approval issued
on October 28, 2002.
This approval is only valid for the purpose and design that you described in your application. If you change your project,
you must notify us and you may be required to send us a new application. If the property is sold, the new owner must be
given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total
fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation
may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions
listed in the attached certification and any additional conditions listed below.
Conditions:
1. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and
any subsequent modifications, the applicant is required to return the attached certificate of completion to the
401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
2. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands, waters and
protective buffers in order to assure compliance for future wetland, water and buffer impact. These mechanisms
shall be put in place prior to impacting any wetlands, waters and/or buffers approved for impact under this
Certification Approval and Authorization Certificate.
North Carolina Division of Water Quality, WETLANDS / 401 UNIT
1650 Mail Service Center, Raleigh, NO 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NO 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), httpJ/h2o.enr.state.nc.us/ncwetiands/
Page 2 of 2
3. Written Stormwater Management Plan / Grass Swales
The final, written stormwater management plans for the grass swales dated May 28, 2003 must be
implemented and the stormwater management facilities (Le, grass swales) shall be constructed and
operational before any permanent building is occupied at the subject site. The structural stormwater
practices as approved by this Office as well as drainage patterns must be maintained in perpetuity. No
charges to the structural stormwater practices shall be made without written authorization from the
Division of Water Quality.
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or
civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the
Federal 404 and/or coastal Area Management Act Permit. This Certification shall expire upon expiration of the 404 or
CAMA permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts),
you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a
hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and
binding unless you ask for a hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts)
shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided in
Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the Tar-
Pamlico riparian buffer protection rule as described within 15A NCAC 2B .0259. If you have any questions, please
telephone John Dorney at 919-733-9646 or Todd St. John at 919-733-9584.
Sincerely,
Alan W. Klimek, P.E.,
NC DWQ, Director
Attachments: Certificate of Completion
GC3402
cc: Marck Russell, Mack Gay Associates, P.A., 1667 Woodruff Road, Rocky Mount, NC 27804
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Office
DWQ # 02-1386
Date: July 15, 2003
bz
MACK GAY ASSOCIATES, RA. FILE COPY
M G
A Consulting Engineers & Surveyors
May 28, 24 11 ISSUED ?
Mr. John Dorney JUN 0 4 2U03
Water Quality Certification Program
Division of Water Quality d f
North Carolina Department of Environment and Natural Resources
1617 Mail Service Center
Raleigh, NC 27699-1617 K A' /
Subject: DWQ Project No. 02-1386
Mr. Dorney:
Attached is a new application for the above DWQ Project No. 02-1386. This
project needs to be revised based on final design of the adjacent proposed
subdivision. The initial approval for this project had conditions for 45 feet of
stream impact. Upon final design of the adjacent property, the project needs 132
feet of total stream impact. 80 ft for pipe, 32 ft for outlet protection, and 20 ft for
temporary construction. This project is separate from the Tall Cotton Inc. Project,
but the majority of the stormwater has to be routed through Tall Cotton.
The increase in total impact is required because the offsite runoff is significantly
larger than anticipated. This increased runoff only affects Swale No. 4. The
original design had the stormwater traveling through a level spreader before it
was to enter the Tar-Pamlico Buffer. Once a proposed road was tied to the Tall
Cotton Subdivision, the stormwater traveling through Swale No. 4 increased from
approximately 3.0 cfs to 18.6 cfs. A level spreader cannot adequately control this
amount of stormwater. We are requested that the stormwater travel down grass-
lined swales through the Tar-Pamlico Buffer and discharge into a median type
catch basin. This type of design has been previously approved in DWQ Project
No. 02-1097. We believe the long-term viability of removing silt and sediment via
the grass-lined swales will operate significantly more efficiently than the originally
proposed level spreaders. Attached are the calculations for the grass-lined
Swale. These calculations are based on the NCDENR Stormwater Best
Management Practices. Please note that the request is only to change from
level spreaders to grass-lined swales with a median inlet. If you should have
any questions, please contact me at 252-446-3017.
Regards,
Mark A. Russell, PE
Civil Engineering • Surveying • Land Planning
1667 Woodruff Road • Rocky Mount, North Carolina 27804
[phone] Fax [phone]

GRASS-LINED SWALES
CALCULATIONS
FOR
TALL COTTON, NC
NORTH BROWNTOWN ROAD, S.R. 1 530
RED OAK TOWNSHIP, NASH CO., NC
May 28, 2003
Prepared by:
Mark A. Russell, PE
Mack Gay Associates, P.A.
1667 Woodruff Road
Rocky Mount, NC 27802
252-446-3017
252-446-7715 fax
[e-mail]
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Swale No. 4 - 2 yr storm
Worksheet for Trapezoidal Channel
Project Description
Project File c:\haestad\fmw\tallcott.fm2
Worksheet Swale No. 4 - 2 yr storm
Flow Element Trapezoidal Channel
Method Manning's Formula
Solve For Channel Depth
Input Data
Mannings Coefficient 0.030
Channel Slope 0.002000 ft/ft
Left Side Slope 3.000000 H : V
Right Side Slope 3.000000 H : V
Bottom Width 3.00 ft
Discharge 18.60 cfs
Results
Depth 1.35 ft
Flow Area 9.54 ft,
Wetted Perimeter 11.55 ft
Top Width 11.11 ft
Critical Depth 0.81 ft
Critical Slope 0.0166 36 ft/ft
Velocity 1.95 ft/s
Velocity Head 0.06 ft
Specific Energy 1.41 ft
Froude Number 0.37
Flow is subcritical.
05/27/03 FlowMaster v5.15
05:32:37 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1
Swale No. 4 - 10 yr storm
Worksheet for Trapezoidal Channel
Project Description
Project File c:\haestad\fmw\tallcott.fm2
Worksheet Swale No. 4 - 2 yr storm
Flow Element Trapezoidal Channel
Method Manning's Formula
Solve For Discharge
Input Data
Mannings Coefficient 0.030
Channel Slope 0.002000 ft/ft
Depth 2.00 ft
Left Side Slope 3.000000 H : V
Right Side Slope 3.000000 H : V
Bottom Width 3.00 ft
Results
Discharge 43.77 cfs
Flow Area 18.00 fe
Wetted Perimeter 15.65 ft
Top Width 15.00 ft
Critical Depth 1.26 ft
Critical Slope 0.0147 98 ft/ft
Velocity 2.43 fUs
Velocity Head 0.09 ft
Specific Energy 2.09 ft
Froude Number 0.39
Flow is subcritical.
05/27/03 FlowMaster v5.15
05:33:53 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1
RUNOFF COMPUTATIONS

PROJECT Tall Cotton - Post Developm ent
DATE 09/20/2002
SHEET 2 ear storm

TC PIPE UPPER AREA BASINS C C*A I Qn Onsite Offsite
TO LOWER

5 inflow to swale no. 4 - 2 r 0.28 roadside ditch 0.25 0.07 7.5 0.53 0.53
inflow to swale no. 4 - 2 r 0.16 road 0.9 0.14 7.5 1.08 1.08
inflow to swale no. 4 - 2 r 0.83 residential 0.4 0.33 7.5 2.49 2.49

Total flow to swale no. 4 1.27 0.43 0.55 4.10 4.10

Total acres X1.27

Total onsite runoff 4.10

Total offsite runoff 0

Total runoff 4.10
RUNOFF COMPUTATIONS

PROJECT Tall Cotton - Post Deveiopm ent
DATE 09/20/2002
SHEET 10 year storm
I
TC PIPE UPPER AREA BASINS C C*A I Qn Onsite Offsite
TO LOWER

5 inflow to swale no. 4 -10 r 0.28 roadside ditch 0.25 0.07 7.5 0.53 0.53
inflow to swale no. 4 - 10 r 0.16 road 0.9 0.14 7.5 1.08 1.08
inflow to swale no. 4 - 10 r 0.83 residential 0.4 0.33 7.5 2.49 2.49

Total flow to swale no. 4 1.27 0.43 0.55 4.10 4.10

Total acres 1.27

Total onsite runoff 4.10

Total offsite runoff 0

Total runoff 4.10
SWALES BASIN ;AREA j Tc COMP. C 1 1(2 1 I(10 1(25) Q(2) Q(10) j, Q(25)
1 Al 0.12 5 0.56 5.501 7.50 8.50 0.4 0.5 0.6
2. A2 0.16 5 0.53 5.50 7.50 8.50 0.5 0.6 0.7
3 A3 0.38 5 0.40 5.50 7.50 8.50 0.8 1.1 1.3
4 A4 1 5 0.36 5.50 7.50 8.50 2.0 2.7 3.1
5 A5 0.74 5 0.39 5.50 7.50 8.50 1.6 2.2 2.5
6 A6 0.251, 5 0.55 5.50 7.50 8.50 0.8 1.0 1.2
7 A4-A7 7.61 20 0.34 3.50 4.80 5.60 9.1 12.4 14.5
8 A8 3.76 15 0.34 3.90 5.50 6.40 5.0 7.0 8.2

PIPES BASINS !ARC Tc COMP. C 12 110 125 Q(2) Q10
Q 25
1 Al-A2 0.28 5 0.54 1 1 8.50 1.3
2 A4-A5 i 1.74 5 0.37 8.00 5.2
3 A4-A7 1• 7.61 20 0.34 1 3.50 1 4.80 5.601 11.5 12.8 14.5
I -
Tc
TRAPS !BASINS ;AREA 12
COMP. C jl 110 125) t(6Z27 1 Q 10 Q(25)
1 M-A8 , 11.37, 20 0.351 3.90 ; 5.50 6.40 j 15.6 17.2 25.5
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NORTH CAROLINA OPERATIONS
THOMASVILLE HARRISBURG WILSON
19
[phone] [phone] [phone]
MATERIADATE 0?5 - Z 003
Hydro Conduit Division
PAGE / OF / PAGES
PROJECT '7-1)1-e- CnrWlt. 11VC.

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Swale No. 3 -10 yr storm
Worksheet for Trapezoidal Channel
Project Description
Project File c:\haestad\fmw\tallcott.fm2
Worksheet Swale No. 3 - 2 yr storm
Flow Element Trapezoidal Channel
Method Manning's Formula
Solva For Discharge
Input Data
Mannings Coefficient 0.030
Channel Slope 0.013500 ft/ft
Depth 1.00 ft
Left Side Slope 3.000000 H : V.
Right Side Slope 3.000000 H : V
Bottom Width 1.00 ft
Results
Discharge 15.38 cfs
Flow Area 4.00 ft2
Wetted Perimeter 7.32 ft
Top Width 7.00 ft
Critical Depth 0.95 ft
Critical Slope 0.017032 ft/ft
Velocity 3.84 ft/s
Velocity Head 0.23 ft
Specific Energy 1.23 ft
Froude Number 0.90
Flow is subcritical.
05127/03 FlowMaster v5.15
05:50:22 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1
Swale No. 3 - 2 yr storm
Worksheet for Trapezoidal Channel
Project Description
Project File c:\haestad\fmw\tallcott.fm2
Worksheet Swale No. 3 - 2 yr storm
Flow Element Trapezoidal Channel
Method Manning's Formula
Solve For Channel Depth
Input Data
Mannings Coefficient 0.030
Channel Slope 0.013500 ft/ft
Left Side Slope 3.000000 H : V
Right Side Slope 3.000000 H : V
Bottom Width 1.00 ft
Discharge 1.20 cfs
Results
Depth 0.31 ft
Flow Area 0.60 ft2
Wetted Perimeter 2.97 ft
Top Width 2.87 ft
Critical Depth 0.27 ft
Critical Slope 0.0239 73 ft/ft
Velocity 1.99 ft/s
Velocity Head 0.06 ft
Specific Energy 0.37 ft
Froude Number 0.76
Flow is subcritical.
05127/03 FlowMaster v5.15
05:41:11 PM Haestad Methods, Inc. 37-Brookside Road Waterbury, CT 05708 [phone] Page 1 of 1
RUNOFF COMPUTATIONS

PROJECT Tall Cotton - Post Developm ent
DATE 09/20/2002
SHEET 2 year storm

TC PIPE UPPER AREA BASINS C C*A I Qn Onsite Offsite
TO LOWER

5 inflow to swale no. 3 - 2 r 0.31 residential 0.3 0.09 5.5 0.51 0.51
inflow to swale no. 3 - 2 r 0.14 road 0.9 0.13 5.5 0.69 0.69

Total flow to swale no. 4 0.45 0.487 0.22 1.20 1.20

Total acres 0.45

Total onsite runoff 1.20

Total offsite runoff 0

Total runoff 1.20
RUNOFF COMPUTATIONS

PROJECT Tall Cotton - Post Developm ent
DATE 09/20/2002
SHEET 10 year storm

TC PIPE UPPER AREA BASINS C C*A I Qn Onsite Offsite
TO LOWER

5 inflow to swale no. 3 0.31 residential 0.3 0.09 7.5 0.70 0.70
inflow to swale no. 3 0.14 road 0.9 0.13 7.5 0.95 0.95

Total flow to swale no. 3 0.45 0.487 0.22 1.64 1.64

Total acres 0.45

Total onsite runoff 1.64

Total offsite runoff 0

Total runoff 1 34
\o?0F W AT FG
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O
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
October 28, 2002
Nash County
DWQ Project #: 02-1386
REVISED APPROVAL of 401 Water Quality Certification with
ADDITIONAL CONDITIONS and Tar-Pamlico River
Russell Holderness
Post Office Box 249
Tarboro, NC 27886
Dear Mr. Holderness:
FILE COPY
. You have our approval in accordance with the attached conditions and those listed below, to place
a pipe/culvert with a total impact of 88 feet of stream for the purpose of constructing a road at the single
family residential subdivision owned by Tall Cotton, Inc. as you described in your revised application
dated October 17, 2002. After reviewing your application we have decided, this fill is covered by
General Water Quality Certification Number 3362. This certification allows you to use Nationwide
Permit Number 39 when the Corps of Engineers issues it. This approval is also valid for the Tar-
Pamlico River buffer rules (15A NCAC 2B .0259). In addition, you should get any other federal, state
or local permits before you go ahead with your project including (but not limited to) Sediment and
Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. This
approval will expire when the accompanying 404 or CAMA permit expires unless otherwise
specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application
except as modified below. If you change your project, you must notify us and you may be required to
send us a new application. If the property is sold, the new owner must be given a copy of this
Certification and approval letter and is thereby responsible for complying with all conditions. If total
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be
required as described in 15A NCAC 211.0506 (h) (6) and (7). This approval shall expire when the
corresponding Nationwide Permit expires or as otherwise provided in the General Certification. For this
approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below.
1. Deed notifications or similar mechanisms shall be placed on all lots with remaining .
jurisdictional wetlands and waters or areas within 50 feet of all streams and ponds to notify
the state in order to assure compliance for future wetland and/or water impact. These
mechanisms shall be put in place within 30 days of the date of this letter or the issuance of
the 404 Permit (whichever is later).
2. "An'additional condition is that all stormwater shall be directed as diffuse flow at non-
erosive velocities through the protected stream buffers and will not re-concentrate before
discharging into the stream as identified within 15A NCAC 2B .02 (5)."

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetiands
3. Upon completion of the project, the applicant shall complete and return the enclosed
"Certification of Completion Form" to notify DWQ that all the work included in the 401
Certification has been completed. The responsible party shall complete the attached form
and return it to the 401/Wetlands Unit of the Division of Water Quality.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send
a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office
of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone Bob Zarzecki at 919-733-1786 or Steve
Mitchell at our Raleigh Regional Office at 919-571-4700.
Sincerely,
Attachment
. 4-4
I
e , Dire or
r
im
cc: Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
File Copy
Central Files
Mark A. Russell, Mack Gay Associates, PA, 1667 Woodruff Road, Rocky Mount, NC 27804
Office Use Only: Form Version February 2002
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
{
A 13 1. Check all of the approval(s) requested f p 101 c
ID
? Section 404 Permit f T L
? Section 10 Permit
? 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
H. Applicant Information
1. Owner/Applicant Information
Name: Russell Holderness
Mailing Address: P.O. Box 249
Tarboro. NC 27886
Telephone Number: 252-823-7295 Fax Number:
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Mark A. Russell
Company Affiliation: Mack Gay Associates, P.A.
Mailing Address: 1667 Woodruff Road
Rocky Mount, NC 27804
Telephone Number: 252-446-3017 Fax Number: 252-446-7715
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 I1 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: Tall Cottton, Inc.
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 3834-54-0594
4. Location
County: Nash Nearest Town: Red Oak
Subdivision name (include phase/lot number):Tall Cotton, Inc.
Directions to site (include road numbers, landmarks, etc.):
From Raleigh, NC - Take US 64 East, exit on to Oak Road (SR 1003) just east of Nashville,
Take SR 1003 through Red Oak. Take SR 1530 to Mill Pond Road. Property is adjacent
Mill Pond Road.
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Agricultural and residential
7. Property size (acres):20.02 +/- acres
8. Nearest body of water (stream/river/sound/ocean/lake): Flat Rock Branch and Swift Creek
9. River Basin:-Tar-Pamlico
(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.ne.us/admin/mat)s/.)
Page 6 of 12
10. Describe the purpose of the proposed work: Road culverts for single family residential
subdivision.
11. List the type of equipment to be used to construct the project:
Track hoe excavator and a small bulldozer will be used to install the culverts.
12. Describe the land use in the vicinity of this project:
Single family residential and agriculture.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. 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 brief written description of the proposed impacts: One area of impact is
requested. The area is to make one crossing for the proposed 13 lot subdivison
Please review the enclesed site plan.
2. Individually list wetland impacts below: N/A
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, fill,
excavation, flooding, ditching/drainage, etc. For darns, separately list impacts due to both structure and floaiing.
100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of all existing wetlands on the property:-
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
No. 1 culvert 88 LF T to Flat Rock Br. 10 -15 feet Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usas.eov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
w4vw.mapyuest.corn, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 88 LF
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaris, sounds, Atlantic
Ocean and any other water of the U.S.) below: N/A
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
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.
A review of the enclosed site plan reveals that the proposed crossing only desian to
the proposed subdivison. The land in this particular area cannot be developed unless this
stream is crossed.
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 theimpacted
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
hqp://h2o.elir.state.nc.us/ncwetlaiids/strmgide.litml.
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) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at lhttp:/Ih2o.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): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
Page 10 of 12
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public (federaUstate) 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 (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify V
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. Required
Zone* s m acfeet) t Multiplier -Mitigation
1 5280 3 N/A
2 3520 1.5 N/A
Total 8800 N/A
• 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.
M. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Existing impervious acreage is = 0%. Land use is presently agricultural. Proposed
impervious acreage will be = 2.24%. Stormwater controls will be grass lined roadside
to remove the sediment before the buffer.
XH. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
X1II. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No ?
Is this an after-the-fact permit application?
Yes ? No ?
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).
AUGUST 29
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
t-
Page 12 of 12
AA
MACK GAY ASSOCIATES, RA.
Consulting Engineers & Surveyors
October 17, 2002
FILL
OC T 1 8 2002 :
Mr. John Dorney
Water Quality Certification Program
Division of Water Quality wig ?.?"
North Carolina Department of Environment and Natural Resources
1617 Mail Service Center
Raleigh, NC 27699-1617
Subject: DWQ Project No. 02-1386
Mr. Dorney:
Attached is a new application for the above DWQ Project No. 02-1386. This
project needs to be revised based on final design criteria. The initial approval for
this project had conditions for 45 feet of stream impact. Upon final design, the
project needs 88 feet of total stream impact.
The increase in total impact is required because the offsite potential runoff is
larger than anticipated. This larger potential runoff increased the length of the
required outlet protection, which increased the total length of the impact area. If
you should have any questions, please contact me at 252-446-3017.
Regards,
Mark A. Russell, PE
Civil Engineering • Surveying + Land Planning
1667 Woodruff Road • Rocky Mount, North Carolina 27804
[phone] Fax [phone]
\O?0F W A rF9
r
>
September 6, 2002
Nash County
DWQ Project #: 02-1386
APPROVAL OF 401 Quality Certification, ADDITIONAL CONDITIONS and Tar-Pamlico River
Russell Holderness
Post Office Box 249
Tarboro, NC 27886
Dear Mr. Holdemess:
You have our approval in accordance with the attached conditions and those listed below, to place
a pipe/culvert in fill material in 45 feet of stream for the purpose of constructing a road at the single
family residential subdivision owned by Tall Cotton, Inc. as you described in your application dated
August 29, 2002. After reviewing your application we have decided, this fill is covered by General
Water Quality Certification Number 3362. This certification allows you to use Nationwide Permit
Number 39 when the Corps of Engineers issues it. This approval is also valid for the Tar-Pamlico River
buffer rules (15A NCAC 2B .0259). In addition, you should get any other federal, state or local permits
before you go ahead with your project including (but not limited to) Sediment and Erosion Control,
Coastal Stormwater,.Non-Discharge and Water Supply Watershed regulations. This approval will
expire when the accompanying 404 or CAIVIA permit expires unless otherwise specified in the
General Certification.
This approval is only valid for the purpose and design that you described in your application
except as modified below. If you change your project, you must notify us and you may be required to
send us a new application. If the property is sold, the new owner must be given a copy of this
Certification and approval letter and is thereby responsible for complying with all conditions. If total
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be
required as described in 15A NCAC 2H.0506 (h) (6) and (7). This approval shall expire when the
corresponding Nationwide Permit expires or as otherwise provided in the General Certification. For this
approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below.
1. Deed notifications or similar mechanisms shall be placed on all lots with remaining
jurisdictional wetlands and waters or areas within 50 feet of all streams and ponds to notify
the state in order to assure compliance for future wetland and/or water impact. These
mechanisms shall be put in place within 30 days of the date of this letter or the issuance of
the 404 Permit (whichever is later).
2. "An additional condition is that all stormwater shall be directed as diffuse flow at non-
erosive velocities through the protected stream buffers and will not re-concentrate before
discharging into the stream as identified within 15A NCAC 2B .02 (5)."
3. Upon completion of the project, the applicant shall complete and return the enclosed
"Certification of Completion Form" to notify DWQ that all the work included in the 401
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.ne.us/ncwetlands
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
M -
A
09 MR
warF,?oG
? r
O <
September 6, 2002
Nash County
DWQ Project #: 02-1386
APPROVAL OF 401 Quality Certification, ADDITIONAL CONDITJONS and Tar-Pamlico River
Russell Holderness
Post Office Box 249
Tarboro, NC 27886
Dear Mr. Holdemess: FILE COPY
You have our approval in accordance with the attached conditions and those listed below, to place
a pipe/culvert in fill material in 45 feet of stream for the purpose of constructing a road at the single
family residential subdivision owned by Tall Cotton, Inc. as you described in your application dated
August 29, 2002. After reviewing your application we have decided, this fill is covered by General
Water Quality Certification Number 3362. This certification allows you to use Nationwide Permit
Number 39 when the Corps of Engineers issues it. This approval is also valid for the Tar-Pamlico River
buffer rules (15A NCAC 2B .0259). In addition, you should get any other federal, state or local permits
before you go ahead with your project including (but not limited to) Sediment and Erosion Control,
Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. This approval will
expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the
General Certification.
This approval is only valid for the purpose and design that you described in your application
except as modified below. If you change your project, you must notify us and you may be required to
send us a new, application. If the property is sold, the new owner must be given a copy of this
Certification and approval letter and is thereby responsible for complying with all conditions. If total
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be
required as described in 15A NCAC 2H.0506 (h) (6) and (7). This approval shall expire when the
corresponding Nationwide Permit expires or as otherwise provided in the General Certification. For this
approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below.
1. Deed notifications or similar mechanisms shall be placed on all lots with remaining
jurisdictional wetlands and waters or areas within 50 feet of all streams and ponds to notify
the state in order to assure compliance for future wetland and/or water impact. These
mechanisms shall be put in place within 30 days of the date of this letter or the issuance of
the 404 Permit (whichever is later).
2. "An additional condition is that all stormwater shall be directed as diffuse flow at non-
erosive velocities through the protected stream buffers and will not re-concentrate before
discharging into the stream as identified within 15A NCAC 2B.02 (5)."
3. Upon completion of the project, the applicant shall complete and return the enclosed
"Certification of Completion Form" to notify DWQ that all the work included in the 401
Q
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Certification has been completed. The responsible party shall complete the attached form
and return it to the 401/Wetlands Unit of the Division of Water Quality.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send
a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office
of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone Bob Zarzecki at 919-733-1786 or Steve
Mitchell at our Raleigh Regional Office at 919-571-4700.
Sincerely,
Attachment
imek, P.E., Direc or
cc: Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
File Copy
Central Files
Mark A. Russell, Mack Gay Associates, PA
Y

Office Use Only: p Form Version February 2G02
USACE Action ID No. DWQ Noo 2 13 8 6
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank. tin.
1. Processing
II
1. Check all of the approval(s) requested for this project:
? Section 404 Permit
? Section 10 Permit
? 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
LAW 3 02002
L_
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of inipacts (see section VI1I - Mitigation), check here: ?
Applicant Information
Owner/Anplicant Information
Name: FZussell Holderness
Mailing Address: P.O. Box 249
Tarboro, NC 27886
Telephone Number: 252-823-7295 Fax Number: r
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Mark A. Russell
Company Affiliation: Mack Gay Associates, P.A.
Mailing Address: 1667 Woodruff Road
Rocky Mount, NC 27804
Telephone Number: 252-446-3017 Fax Number: 252-446-7715
E-mail Address: [e-mail]
Page 5 of 12
i,. v T : 'tt

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 Rill-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.
Name of project: Tall Cottton, Inc.
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 3834-54-0594
4. Location
County: Nash Nearest Town: Red Oak
Subdivision naine (include phase/lot nucnber):Tall Cotton, Inc.
Directions to site (include road numbers, landmarks, etc.):_ _
From Raleigh, NC - Take US 64 East, exit on to Oak Road (SR 1003) just east of Nashville,
Take SR 1003 through Red Oak. Take SR 1530 to Mill Pond Road._ Property is adjacent
Mill Pond Road.
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.) ,
6. Describe the existing land use or condition of the site at the time of this application:
Agricultural and residential
7. Property size (acres): 20.02 +/- acres
8. Nearest body of water (stream/river/sound/ocean/lake): Flat Rock Branch and Swift Creek
9. River Basin: Tar-Pamlico
(Note - this must be one of North Carolina's seventeen designated majo_ river basins. The
River Basin map is available at http://h2o.enr.state.ne.us/admin/may .)
Page 6 of 12
10. Describe the purpose of the proposed work: Road culverts for single family residential
subdivision.
11. List the type of equipment to be used to construct the project:
Track hoe excavator and a small bulldozer will be used to install the culverts.
12. Describe the land use in the vicinity of this project:
Single family residential and agriculture.
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
constriction schedules.
N/A
V. Fuiure Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
N provide justification for the exclusion of this work from the current application.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for- wetland or stream
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 brief written description of the proposed impacts: One area of impact is
requested. The area is to make one crossing for the proposed 13 lot subdivison
Please review the enclesed site plan.
2. Individually list wetland impacts below: N/A
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
T)pe of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at I-S00-355.9616, or
online at http:/lw?tily. Tema. eov,
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forest:d wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of all existing -,wetlands on the property:_
't'otal area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts belo%v:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Internuttent?
(please secif y)
No. 1 culvert 45 LF T to Flat Rock Br. 10 -15 feet Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-500-358-9616, or online at
www.us,s.gov. Several intemet sites also allow direct download aid printing of USGS maps (c.g., www.topozone.com.
www.maoguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 45 LF
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaris, sounds, Atlantic
Ocean and any other water of the U.S.) below: NIA
Open Water Impact

Site Number
indicate on ma)

Type of Impact* Area of

Impact
(acres)
Name of Waterbody
(if applicable) T;pe 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 spill\vay, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, acisthetic, trout pond,
local stoi7uwater requirement, etc.):
Size of watershed draining to pond:- Expected pond surface area:
VII. Impact Justification (Avoidance and NIinimization)
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 alterrmative, 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, d-iscuss construction
techniques to be followed during construction to reduce impacts.
A review of the enclosed site plan reveals that the proposed crossing only design to
the proposed subdivison. The land in this particular area cannot be developed unless this
stream is crossed.
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.eiir.state.nc.us/ncwetlaiids/strmgide.htm1.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation ease171elit, 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) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.stare.nfl.us/%vm/index.fitm. 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): NIA
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
Page 10 of 12
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public (federal/state) funds o: 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 (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and mast 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
mitigation is required calculate the required
multipliers.
to each zone of the riparian buffers. If buffer
amount of mitigation by applying the buffer
Zone* s uImpact are feat) Multiplier M Required
ati n
1 2700 3 N/A
2 1800 1.5 N/A _
Total 4500 N/A
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.
Xl. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Existing impervious acreage is = 0%. Land use is presently agricultural. Proposed
impervious acreage will be = 2.24%. Stormwater controls will be grass lined roadside
to remove the sediment before the buffer.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
X1II. Violations (.DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or an), Buffer Rules?
Yes ? No ?
Is this an after-the-fact permit application?
Yes ? No E]
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).
AUGUST 29, 2002
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE '
i
I i
MACK GAY ASSOCIATES, P.A.
NCDENR
Date Type Reference
05/28/2003 Bill PCN for Tall Cotton
3405
5/28/2003
Original Amt. Balance Due Discount Payment
200.00 200.00 200.00
Check Amount 200.00
Southern Bank PCN for Tall Cotton 200.00
MACK GAY ASSOCIATES, P.A. 3405
NCDENR 5/28/2003
Date Type Reference Original Amt. Balance Due Discount Payment
05/28/2003 Bill PCN for Tall Cotton 200.00 200.00 200.00
Check Amount 200.00
C
j
J ?_a"
Southern Bank PCN for Tall Cotton 200.00
MACK GAY ,ASSOCIATES, P.A. ~ -!_ . , k 3007
NCDENR 10/17/2002
Date Type Reference Original Amt. Balance Due Discount Payment
10/17/2002 Bill PCN-Tall Cotton 200.00 200.00 200.00
Check Amount 200.00
Southern Bank PCN Fee for Tall Cotton 200.00
MACK GAY ASSOCIATES, P.A.
3007
NCDENR 10/17/2002
Date Type Reference Original Amt. Balance Due Discount Payment
10/17/2002 Bill PCN-Tall Cotton 200.00 200.00 200.00
Check Amount 200.00
A
Southern Bank PCN Fee for Tall Cotton 200.00
MACK GAY ASSOCIATES, P.A.
NCEN
Date Type Reference
08/26/2002 Bill PCN Tall Co
Original Amt.
200.00
1911
8/26/2002
Balance Due Discount Payment
200.00 200.00
Check Amount 200.00
WET! ..."OUP
WRin r SHTION
Southern Bank PCN for Tall Cotton, Inc. 200.00
P~~ • •
6~ o ow ,o 2" Asphalt
ntaw / ~ - : - • . - North North Typical Street Cross-section Reference
30 / 6 \ \ ~ u ~ 8 ABC Being all of Tracts 6 and 7, Map Book Legend
yaw ~i'~ iv 29, Page 107; Nash County Registr.~ EIP -Existing Iron Pipe ~ ~
R ~ Ro ' / r` EIS - Existing Iron Stake p ~
a ~ n / \ .\.~S/~ o IPS - Iron Pipe Set w ~ ~ PKS - P.K. Nail Set ~ ~
°a a~a / ~ . uo ~ ~ yea Site Sao ~ ~ o v ~ o Double Wall CPP P/P - Power Pole ~ ^ ~
/ eo.~ a a. (Size Varies) y PIV - Post Indicator Valve ~ T nical Level Spnreader A _
/ 9 o O1 \ • \ 4r ~ N YP N L Area Light (n Z d- c01v Mln. Entrance Miidth - 10' FB - Fire E ui ment Box ~
4lcinity Map -Not To Scale / \F X90• o'' ~ Y Y # Mtn. D th - 0.5' CO - C 4 p O ^ a CPP Pi a Installation Detail ~ lean out N
PP\~a~~qo•~ • : o~ p o Mfn. End YVldth - 3 DI -Drop Inlet (n ~ ~ 0] Not to Scale Mfn. Spreader Length - 10' MH -Manhole ~ N
/ ~ l~ ~ 1,' VA Q. tp\' ~ T 0 o Min. Dfveralon length - t0' JB -Junction Box sss.~ ~ ~
159 ConirolEl ~ ~ . ~ Y ~ Russell B. Holderness / Comtr ~ \L ~ CB - Catch Basin ~ Y O ~ U ~
Q' Deed Book 1516, Pages 787-794 / `4 • ~ - WV - Water Valve p O X ® - Gas Valve - ~ N Q
RIGHT F WAY o - o . n / V ~ _ 5 ~~4\. A - Power Pole & Guy Wire ~ W
6' 18' . ~ • ~ 5' SHOULDER PAVEIkIENT 2„ 1_2 SHOULDER DITCH ,',J~s , ~ , - Q' - Fire Hydrant ~ Q EPK - Existing P.K. Nail ~ Z r
9~ o ? ~ `l%~, s~._ ..a ~ ASPHALT / ` ti~ ~`~.`~~4~~~. ~ aR'~ dteh far srds dtdt rar T m ore Grav I Cu e A MBL - Minimum Building Line ~ Q J e e Construction rv Tabl„ o
1/4" PER FT Tar-Pamlico River Riparian Buffer p,`~~ _ ~ '~s > ~a1no~' I ,1 ~ ? ~ s., ~ ~ 0 ~ . p rY _ 0 0 ~ ~atnap°. BO - Bollard ~ ~ O ~
„ Zone. See Detail below. ~ . 1 PER FT ' ~ 1' PER P o , b ? ~ ~ ~ ~ t ~ Entrance Line Bearin " Distance Radius FL Flood Light ~ ~ C1 S 71'1314 W 26.84 35.00' CAN- Cable Television Line W Q ~
? . C2 S 61'16'44" W 53.72' 50.00' -x-x-- Chain-link Fence !n W U d-
~ . QF. 8" ABC . / ? ~ ~ ? ~ _,~5 ~ . overt -o-o- - Wood Fence ~ ~ d' overt C3 S 01'14'06" W 46.26' 50.00' N ~ Rio Ran Outlet Protection ~ _
SLO ~ ~ ~ ? S. • 146.76 .1 !1~P NOTE. IF N.C.D.O.T. APPROVES, 6„ ABC / ryo ~ ` ~ ~~'s \ ,46.76 - C4 S 56"19'02" E 50.00' 50.00' ® Water Meter N I- r-. ` \ LA 6' 3' C5 C ~ (Y N
s 2 AND 2 I-2 ASPHALT MAY BE USED ~ ~ ? 54,, ~ ~ / ~ I ~ ~ 28. ti ? ~ PPS ~ ` ? t ~ ~ ' ~ - " W N 55'36'11" E 61.68' 50.00' - Overhead Utility Lrne - O to
ROAD CROSS-SECTION \~,~'S3, ~ Pro. 4D LF. 18 CP b C6 N 10 32'52" E 12.14' 50.00' ~ O O X50 12" _ Z N + (2) FES a 2.5% C7 N 26'07'17" E 26.84' 35.00' EOP Edge of Pavement ~ ~ ~
TYPICAL EXCEPT WHERE OTHERYNSE NOTED / -Pond - r1• ? ? ~ _ ? ~ DMAX - 18" FES - Flared End Section W ~'4~ • . A Apron Thickness - 18" a
~3-- s ~ „ , _ . A or ABC t...._ ..~t~ w: '°co~`„ Js~ % ~ ` Invert 146.64 ~ TO - Proposed Area Light ~ W
- \ I 5'.Maintenanse S~dgr~~ ~ '150 ~i i J ~~~~~L'~~~ • ' ~;~L~G ^ ~ \ TW - To of Walk ~ ~ O
~ ` TC - Top o ~ p f Curb =
_ wooded = ~5~ ~ 6 \ ~,o~, - _ ,~o ~~~a~ . • ~ Asph - Asphalt ~ ~ - Qj - ~ `t,;~°!/,' \ Pro. -Proposed ~ l11
~ _ Telephone _ ~ J p ~;~,~rs~~- R~ HC Handicap Ra Outlet Protection o W
58- .~0 ~ ~ ~ . ? ~ ~ ECM - Existin Concrete Mo n ~ - g Hume t U ~ ` LA - 32' GW - Gu Wire
Ig ~ ~ ~Sg i ti , ~ ~ ~~a?~ . PP W - 36' tar RCP - Re of ~ - arced Concrete Plpe
~,,~6• Ex. A riculture k X o ~ i ~ vert . ~ ) 9 A' r~ 146.59 149'' ~ U50 27" CPP Corrugated Plastic Pipe - \
. / Tract 8 60, < . r?x'~i i'' o~ - ~ ~ ~1¢9~_~ T``'~- Ex. Box Culvert Aron Thickness - 40" CMP - Corru p gated Metal Plpe ~ ~ `.746 ~ NCGS- North Carolina Geodetic Survey
. `~6 ~ ~ ~7g t~ ~ ~ T ~ ~ ~R~,- ~ X~ 9. ~ ~ h 1 Note: There is a 5' Dralna e, Utllit and h~ • y ~ Q ~ f•t~ ~ \ 1Sz i4 rr -~R 7_ Not To Soot. ~ NAD - North American Datum tort _ ~ . \ S 39'25'12" E N - Northin
/ Construction Eosement alongyihe • c?~ ~ V~~p~ ~i~,, ~ ` ~ AO~~ / right of woy o1 Burleigh Drive. ' ~ ~Ya ~ ~~c i~ ~ ~ ros 0 L.F. Twm 48 _ _ PP ~ ~h\~~~ .A 52.06' _ g
I~~ EIP ~ E Easting .a ` ~ " ~ Ex. - Existing
•\F ~ Inv. -Invert
R y6 7:~~ ~ •i ~ I c~i9 - ~ ~`~~t F .~~A . A _ \~\40 , SS Sanitary Sewer PVC -Polyvinyl Chloride
3 , ~ . ,T ical ~ 9~, , Yp~ _ u~ ~ ~ , . •,P~ ~ r, - ~~~5 - ~ . - Stream Crossm Construction o, , . \ CP - Calculated Point
/ ~ rrw~ ~ 'l, x ~ . ~ ~ ~ r ; i wale>l 3 and 4 to • 6 _ i 5 - \ A~ ~ . - ~ ~ i ~ S ~ • -Install stream croaaing at Stone Drive before any #123 - Address
~ s ~4~~', ~ ~ have s>~ra~w with net id, - ~ ~ ~ ! ~ r 156-- .fp v. ~ o s ~ i s , ~ ~ I ner. , - 0 ~'s~, • Bearing or grading. :6yti s• - -Proceed with r ular construction uence after . ~ so • V e9 ~q
p ~ , , - -t5~ ~U ~ ~ ~ ~ ~ , I~`~---158---- ! - S _ L Sz. ~ above measure la installed. .,S
~ ~ ~ I r` / ~ X58-r 9' z % `159-, ~ ~ • i I -15 _ '~s A,
/ ~ ~ ~ :~i ~r 9~ -15g, ~ IbO~ } 7, ~>y~ t I~~ ~ r l~~ am Im act # 1 . ~e p . \
b' ~ \ Q I I O' ~ i I%. ~ r X91• _ 160 . / ~ ,p~ ~ I n V ~ ~ p0 I ~ • raj t,... ~ Site Data
I ;r,.' ~ . ~ ~ r r, ~ , ~~o osed 90 E.f. • . uuuul o, r 1~1 111
~ . p t ~ I ,--162--' ~~6 s I ,q,~, , . , ti ~ ~~s ~~.~fwi s ~ ~fwm 48 CPP 6 - ota um . ~ 3 ~ . - . - T I N ber of Lots 13 0
\ / 16 ~ l C~ Wi ,s`t' ~X i t -163 - ~ rn • i v i Gd r `9' I I I 164- ~ --164- • \ ~~~`~FESS/ ~y ~i
R% v~ yyi I i /l ~ I ~ I ~ I I I ~Y Outlet Protection 32 , EIP - Total Linear Feet of Street - 958'±
~ 1 ~i/ r ~ oq r ~L I I \ ~ 5' Drain e and ~ r ~ ~ ~Vy ~ r I P r---_, ~g-- ~ , ~ , r , I 165- Tot Total Im act Len th=132' - - p . ~ sos
~ ~ Utility Eosement, ~ /i~ r~ it • ar' ~C S0• I I ~ I 11 \ ~ ~ ~ ~ See Deta4 ~ p~, ~ ~ • ~ ~ A~ ~ ~ I ~ I I ~ ~ ~ , ~ i c~ r 7 ~ ~ y P~ I I 5 I I / . = \ - :F
o, ~ ~ s~ , ~ g~ I I ~ Tem ' Total Area of Subdivision 20.02 Acres . ~ ti n ore Sediment ~ . -,,c1NE,, n ~ ,9 ,,.r.
~ ~ ~ ~4. ~ i C i I i r~17~ r__ ~ a~ R1~0 I I ~ ~ ~ i :L ~ r r I a Ao~ ~ y, t`~ i I O~•I I T Q 1 Oo A ~ ~ ~ ~ ~ ~ ~i ~ 1 r I ~ ~ I I I ~ ¦ra ~7 ~ ¦ a ¢ i p~ ~ ~ ~ ~ i ~ > ~ ~ r 1 i ~G ~ ~ ~9 J I I I a ~ s # 1 and # 2 . ~ _ Irl A. R t,~~
p p r.. t~, \ - Total Area Remairn 0.00 Acres r.ttt to-32' ~.~:.•'.v
~4 ~h~• ~ /i-Z Gti• ~ ~ , ti ~ • • ~ 00 I w ~ Length - 32 ~ v ~ ~ , G • Q • ` r ' I Width - 1 h' 03 9 zoo 1t / ~ - - -
~ , s, ~ ~ . ~ ~ , I •v ~ ~ ~ . . • v . A . I ~y~ ' . - ~ , I Depth 4 q, _ ~ : ' ~ : - : Tax Identffication # 3834 54 0594
r I ~ ~S ~ ~ ~ ~I ~ 1 r I I I X~ I ~ ~ I I - - I ~ I ~ i I I I ~ ~j:~~• ~ I Well - -
e \
Control ~ I ~ ~ ~ ~ I I I I I ~i9 ~ Corner I ~ ,r ,I I I r ~ ~ Disturbed Area -1.83 Ai ~ - . Zone A-1 -1.83 Acres
EIP ~ r - Woodec - i • V ";I ~ r I I I \
r ,h i ~ ~,~8 ~ ~ ~ ~ r I ~ ~ i r ~ ~ ~ ~ i Yt I i ~ ~ ~ ~I ~ I ~ •0 . Setbacks Front - 50 T
' 'I ' ~ ` _
~ I , ~ ~ r I S Q3.40 5~$ W I , ~ ,j, ~ Noie: There (s a 5' Drainage, Utility and / ~ ~~50,801 II I I ~i ~ 0 ~ Q i ~ •r~ Construction Eosement along the . ~ Side 15
5 r ~ , ~ ~ ~ 9 right of wo of Burlei h Drive• / k~~• ~ ~ I II ' ~ ~ y ~ I I p Y 9 • I ~,6, ~ I 9• I 1 _ T - Rear 30 '
0 ~ ~ I x ~ xl ~ oy / _ , / Side Street 25
! ~ r i `D I 'e ~ . ~4 r ~ r ~ ~ ~ / o ~ , r ~ , I ~ 9~ / /
,'o i r , r r r ~ I i ~J i i rr ~ r r ~ ~ I (Ex. Agriculture)
- I~ooded - r ' ~ ~ Tract 5 '~X. r r ~1 ` ~1 r r r . - - : Owner Develo erg • / p
~ r r r.. ~ ~ 9 r ~ r~ r ~ ~ / r ~ / - - - Tall Cotton Inc. T
i i ~ r ~ ~ ~ ~ - ~ i r N r ~ ~ / , t - . P.O. Box 249
~ ~ ~ ~ r ~ / ~
6~ ~ ~ ~ ~ _ _ _ ~ ~ - . - . Tarboro NC 27886 / T 0
QS s / y R 4~ a . 2 823 7295
~ 0 9~ ~ 0 \ G) L
~x ~ Tract 4 S~It Fence Russell 8. Holdernl Tract 4 ~ / ' . Addresses are Battleboro NC 27809 ai o~ sell 8. Holderness - ' ~ / ~
N ; ~ ----165, / Map Book 28, Page 2! lap Book 28, Page 292 / V #1234 Address \ o
~ ~ 4~ ~ / r
~ ~o , x ~ ~ L ~
•9x r: o
Wooded i ~ / ~ ~ \ , Jack H. strum . ~~P ~ z
Charlotte J. Strum ~ ' / / . r .e~',
Deed Book 884, Page 444 ~ ~ I / ~ P a.
it / Browntown Road Subdivision ,c'- o
\ EIP \ ~ / Section 3 c't~~~/ U
\ 1 Ma Book 21 Pa a 100 ~ ~ ~ ~i • Q.Ar,/ / ~ L
\ ~ I Q ~
\ / ~ ~ ~ . oe, ~ Q z
/ / i iC
\ \ \ ;
~o L L
\ \ Tar -Pamlico Ri arian Buffer Zones ~ Pro. 5'x5' Drop Inlet ~ , , W C J' NCDOT Std. 840.17 , ~
p ~ ~ USF 6646 Swale Inlet ~ ~ ~ .•y1 .L 3 Steel Grate ar equal with ~ ' ~ /Q-~ o
\ ~ \ ~ 1285 eq. in. open area ~l. ro. ~ LF. Twin 48" L ~ ~ ~ ~ . \•'~t/ CPP 0 0.25% r
~ 0
\ ~ \ . ~ ~ E,' ,
\ i ~ ~`~°'t°e /
\ . overt Stream Crossin_ Detail 146.59 i~4Q
~ i W Not to Scale Pra. 5'x5' Drop Inlet
Y W W i / NCDOT Std. 840.17 USF 6646 Swale Inlet `
sa • ~ W W V W W W F Steel Grate or equal with 1285 aq. in. open urea
Y W v Y W W W \ / iy
W W Y W W 0;f 1 Y W v W V W W W Y W ,y
W W W Y W W V W W W W V ~ ~ ¦ .
V W v W W V W W W V W W Y W ~
W W W W W W W V W W Y W W V / ~ ` / o; .
/ Zone 2: W W W W W W W W V 20, o N ~ Pr ert 9 ~ ~i a Y~
Zone 1: 30' Y W 2G~ W W W W W W W W W W W W / / ~ . T
mono ed undisturbed ?9 g W W W fOreSt W W W W W W W V / -70'- -70'- 5' 5'-~
Y W vegetation v ~ W W W W egetation W W W W W C#rnnm W W Al.,i..• .x`>, c+.~r i -i-
W W W W W W y W y W W y W W W W V V• / ~ RIW_,,... I N GRAPHIC SCALE SCALE: 1" = 100'
50' Tar-Pamlico Riparian Buffer Zones are o Browntown Road Subdivision y y W y y y y W y y y y y y y y y y y y measured from t0 ~ p of bank of ditch or creek. Section 2 o R/W R/W
W W W W W W W W W W y W W W W W V No activit is ermitted in Zone 1 (first Map Book 25 Pages - / p 339 340 Y p St 30'). m V y W W y W W W W W W W W y W W y W W y Limited activity is allowed i / too a so too zoo +oo DATE: June 1$, 2002
~ W y W y y y y y y y y y W Y in Zone 2 (20'). y / y y -4 Owner/Developer to consult G. S. 15A NCAC Sight Distance Drainage and Uft<ity
Y W W y y y W y y W y y y y y y y y y y 2B.0259 before any disturbance within buffer Easement Dotal REVISIONS Au 23, 2002 Easement, Typical 9
zone. ~ o ~0 At All Intersections (Not To Scale) Oct, 16, 2002 ( IN FEET) Nov. 6 2002 (Not To Scale) 1 inch = 100 ft. May 26, 2003
0
FILE: P020069 KF
0
Sheet 3 of 4

~ • • • ~
a"^ra / ~ • • • • North SR R~ y?• \~o • g3D d / o~, . North Reference _
era Soil L end ` ~ 0 Being all of Tracts 6 and 7, Map i3ook Legend +
w~ _ ~ . • s, row NuA Indicates Soil Types per • . \ 1t R /g R~ Soil Survey of Nosh NOA - Norfolk to Sand, 0% t0 2°/a 810 e8 / 29, Page 107; Nash County Registry EIP -Existing Iron Pipe ~ ~
~ d ~Y p \ ~ n County by the US Dept. NoB - Norfolk loo son o o ~ sp ~ a n EIS - Existing Iron Stake p ~ a IPS -Iron Pipe Set ~ ~
of A riculture. Location d, 2 /B to 6 /o slopes , • . ' \ , ~ aoa g • GoA - Goldsboro fiine loam \ ~ • ~ 0 v PKS - P.K. Nail Set ~ ~
ed o° approximate, y sand, 096 t0 2% slope8 / Site , a \ . \ ~ o o P/P - Power Pole ~ ~ O
Ra - Rains fine dandy loam . ' ; , ~ eo,~ a o_ PIV - Post Indicator Valve ~ I- ~ ~ AL - Area Light (n Z d-
/ gs 0 NoA ~ ~ ~ N a FB - Fire Equipment Box ~
Vklnlty klap - Nol To Scale / ° x \ `FO\~• \ f$ 0 \ ` o o CO - Clean-out O N
x o m° DI -Drop Inlet ~ ~ ~
~ / x`. • • \ ~ o 11 -6sI Control ~v • Y ~ a MH -Manhole ~ N o JB - Junction Box ~ ~ ~
~ Russell B. Holderness corner-~ , ~ CB - Catch Basin ~ ~ Y O Unnamed Tributa to WV - Water Valve ~ U ~ '
0 Deed Boak 1518 Pa es 787-794 x NoB ` ~ , x RIGHT~F WAY ~ g / xx ~ssr, _ ~ \x ~ x ® - Gas Valve O N Q
Flat Rock Branch to Swift Creek - Power Pole do Gu Wire n- ~ Y
SHOULDER PA MENT _ SHOULDER DITCH ~ ~'~s-. 00 \ ~~`~\s ' \ 9" -Fire Hydrant ~ Q EPK -Existing P.K. Nail ~ Z ~
" ASPHALT ~ ~ ~ ` j; ~e z,,q~ v Curve Table MBL - Minimum Building Line ~ Q J
1/4 PER FT , Tar-Pamlico River Riparian Buffer \ p ~ \~os~ s'\ ~ •~i )\S~ BO -Bollard O O O O J ~ ~ Line Bearin " Distance Radius FL -Flood Light ~ ~
Zane. See Detail below. ~ /roh / - ~ V ~ di4,' 1" PER FT _ ~ 1" PE P o . \~;~c, ~ ~ \ . C1 S 71'1314 W 26.84 35.00 CATV- Cable Television Line W Q ~
/ ~ ~ ~ ~ o, ~ ` ~ of ~ :~At , rn ~ \ + (2) FES 0 P . 40 L.F. 18" CPP C2 S 61'16'44" W 53.7i' 50.00' _X-x' - Choln-link Fence ~ W U ~ \ + (2) FES Q 2.5X - ~
E e" ABC , ~ i. ~ ~ ~ 5;781 sq.ft;~_~ A • ~v \ Stream Impact -o-o- Wood Fence ~ ~ N C3 S 01'14'06" W 46.26' 50.00' ' \ f " 1 ~ IY
Sv.04 ~ _ x 'sl_- V ~'~~,v a • !~P NOTE. IF N.C.D•O.T. APPROVES, 6" ABC ` ~ o ~ ~ 121 dcr~s ` • _ ~ a ` , 2 AND 2 I-2 ASPHALT MAY BE USED 6 t - - ~ ~ ~S~• ,?x ~ sr, ~ , \ C4 S 56'19 02 E SO.OG' 50.00 ®-Water Meter N I- ~ 5, ~ \ Pro osed 40 LF CPP o C5 c ~ N
~ N 55 36'11" E 61.68 50.00' _ O -Overhead Utility Line O O ~ • ~ , \ 2 Flared End Sections - ~ 6~ C6 N 10'32'52" E 12.14' 50.00' N
ROAD CROSS-SECTION ~ ~k ~ , . / -Pond - N a ~\W ~ 20'R `a~, . TYPICAL EXCEPT WHERE OTHERWISE NOTED STBC 0. / I ~ ~ ~;\t'__ yob \ , \ • ' ` C7 N 26'0717" E 26.84' 35.00' EOP -Edge of Pavement ~ 3 Z u
or ABC . / `l / ~~5t~ ~ ~ ~;~t +a~x _ ~ \ x \ ~ \s\ . - ? FES - Flared End Section LL1 \ . \ Outlet Protection 32 2 -Proposed Areo Light ~ ~Lj
_ 0 / ~ s \ ~ i . z~~. . ~ Total lm act Len th - 88 LF z
, ~5,Alolntenansa ~'a`;~~\ ~ ~ 1n~ . o~. p c c~ . • \ TW - Top of Walk ~ ~ O
~ / ~ ~ ~ o ? - W°Dded -s5 1 ~ ~ ~ N ~ y~`vI o ~ rj ~ . \ TC -Top of Curb - I
'g \ ~ ~ cs ~ `~`3,~Q~o~~ ~ Asph- Asphalt ~ 11
/ 0A~ ~~v / ~ ~ ~ SUS{~ ~ ~ I `ice ^ J ~ . Tel none Pro. -Proposed ~ W ` \ A~ ~\~~~~s'~~• Pedestal HC - Handicap ~ -I
~0 \ , ` ECM - Existin Concrete Monument 0 W 9 F- GW - Gu Wire U
3 ~ \ '-ES~ 'h ~ ,g~ ~ Lot ~s,: r i` ~ , .~`~v_ \ h ~ . PP Y a' ~ ~ ~ ,a;~~ ~ , • RCP - Reinforced Concrete Pipe
/ 09 / \ A~\ ' 7f,126 sq.ft. / / n ~ , ~ ~ \ ~stit'; CPP - Corru ated Plastic Pi e 9 P ~':~sti~\ ; \ Ex. Box Culvert CMP - Corrugated Metol Pipe
xx Tract 8 ~ , t\ \ \ 1.75` 9CreS / V 1~i aK. ~ • / ` Rcj== NCGS- North Carolina Geodetic Surve y
,6 ,Lot 3 ~ ~ = ~ ~ NAD - Norlh American Datum S 39'25'12" E
/ ~~s ~ ~y \ pie X2497 sq,ft, \ ~ ~ y of %~•6 ~ `•ZS`' ~ ~ x v ' l 0.98 dcr \ x' / / ' 0°' '9'• ~ o,'~ / ~ ~ xx / \ Q~A ~ i \ ~ rt~~ L.F. Twin 48 ~ ~ \ ~ ~ \ PP ~ 52.06' N - Norlhinq ~ V ~ ~ ,.~V~ q ~ Ing
vv - _ A,. ~ yo ; • ~ ; ~ / ~ - cPP + Fad FES ~os5x, / n~ \ o, s ~ 1,0.15%'. = ~ ~ - _ti`,,,` \ ~ , \ Ex. Existing
, CFO Inv. - Inver t 1 ~ SS Sanitary Sewer
~ / \ . t vv .c,, / ~ A y\ `82,870 sg.ft. sg.ft. ` ~~;di` • ' \ PVC - Pol yvin Chloride
v x ~ . A ~ v , ~ \ V ~ _ / b ~ • , V• ~ / - '~QV 1.90 acres, acres, / . ~°s~. ~ • . CP - ~ , • \ Cali Dilated Point ,y • Sill
~ \ \l~ ~YS ~ - P Lip .
~ G)• / \ X7 \ t ~ Cp7~ 1~ \ l• / ~ ~ ~ ` ~ ~ , ~ -'----BSI-- I - _ L ~~s~. ~ . • . • r ~
/ V Vv / \~9 A 42,173~sq.ft. `'s•V v1 , A_~ ~ ~ ~ - '~B \ - -ss~-. ' ` s~. ~ , / » v ~ Iv. ~ , : ~ ,Lot 12.61-'- ~ - ` \ / , ~ v \A \ 0.97 acres, I ~ . ' 0 • ; 00 I / \ `~9,\ 'ssl \ -~-091-~ ' ~,T, s~, Est ~ ~ .
~~z , ~ \ I 0~ 0 ? \ -46,798 sq.ft. __-'\J F 9 \ / ~ \ I ~ I \ / `97~ --091- \ il-,l~ SS ~ y 9S ~ ~ !I
.o~ / \ \s. , e/ I h ~ ~ , A V 1.A7-vcres 1- " e \ / ? B I i ~ 2'R /0 I ~ \ I 191--'' ~`~~`p~sl. 9g~~ v ~ "del' _
~ ~ A ` ~9 \ V~ I/ / t I i~ A T~ f°ol /0 ~ I \ i `[9 r`
\ Lot 5 ~ . . < < ~ ~ 5r~ rys~. . • ~ . ~N CARP
\ / ,09~ / \ A~\ ~~48,281 sq.ft. v/' • • `\A/~ \ ~ , ~ ~£9l-/-'~~ Y, \ y\ ~ ` 1.11 acre \6 \ i1 , , \ ~ \ ,Lot A ~ I / \ - a91 . . ' \ Total Number . F o -.9 , of Lots 13 . o
? A ~ ~ , • ' , \ , \ A ~ ~ '43;700 S .f . \ ElP ; ti :a y.
\ ~ ` / ~ \ ~ \ \ 5' Droln~ge and / \ ~ ~ ,x ~ < \r%p ,~•DD OCre~ \ I / ` EGG ~V / ~ A~ Utnity Easement. ~ ; A x i /v ~ , i v' V9h i i I I I 9l
\ xr'~ / ~ ~ See Detan~ / i ~ x / \ ~ ' ~ \~o' I 1 i i I \ ~ . • ~ Total Linear F - . yet of Street 9 - 58
\ \ GoA 11 / ~ ~ 0~ g1 / i •rn ~x e` \ yj~•` • \!o~ \1J /l. ~ ~ / ~ ~ ~ m
~1' , ~ ~ ~ A U ~ ~ ' ~ ,~v i }x o R vv vv I /I O ~ I ' . ' • Total Area - ~,9,~ w,,, . • of 5 , ubdiwsion 5 , 20.02 Acres
p. i V9 1 ~ ~ ~ ~ o~ \ ~ ~ i v ~ i 1 ~ A k V ~'9j V ' i ~ ~i~r~l
fs \ ~ I 1 ~ ~ ~ ~ o i ~ i / ~l ~ 1 i A \ .vv r ~ •v.. ,
~ /~0 i~ 1 Lot ~ ~ ~ ~ ~ A . ~ ~ ? i V ~A 9!~ t I ~ vv ' I ~ i N ~ • • • Zone• A-1 oB
~ / ~o i ~ 106,905 sq~ft, s} V I I ~ . I ASR /~I ~ ~ A~ li A 9vv ~ ° i ~ ~ ~ ~ ~ I ~ . ; ~ ~ ~ v I~ Lot v ~•v' ~ I 1 2.45 acres ~ , ' t ( ~ ~G\ I 1~ . ' 0 . .
/ i i ~ nv i i i I \ i A j 43;7Q0 9q.ft. \ \ i \ . • Setbacks: F ~ _ ~
cane / ~ ~ ~ ~ ~ L ~ I ~ 1.00 a2;res . rvn ~ ~C
EIP / i 1 Wooded ~ 'R ~ ~ I I ~ i ~ / ~ ~ ~ <0 v I c' 0 9 A I , . de 15
\ i ~6'S ice, ~ v ~ ' / \ , 3 ,187 aq.ft. ,v \ \ / .0~ , I ~5 ` ~ ~ ~ \ '0.88 'acres \ \ / 00 ' R - ear 30
• . ' Side St - ,
1 i i I \ ~ ~ ~ ' 1 I~ ~ ~ ,tiv ~ I I ~ ~0 ~ Me y50.001 ~ ~ ~ ~ \ ~ A ~ I~ 0 . reet 25
• \ .
`~A i I ~ i ~ sip ~ R~~ / i~ 1 0A~ `~A X ~ I i ~ ~ of ~ ~i ~ ~l`9 ~ A V I A / (1~ V0~` • • Owner Devel oper•
Jo ~ Y ~ ~ i' i ~ i ' r Lot ~v i A i 9~ \ ~ . • Tall Cotto . n Inc.
~ 1 1 ~ ~ `.I ~ i - coded -i ~ i 67 511 s .ft. ~ i Tr / \ 1
.~a ,v ~ Y< r 1 ~ ~ ~ , ~ 1 oct 5 / j I ,i i ~ 1.55 OCr~3 ~ / ~v 1 P.O.Bo . X 249 '
~ ~ I -ot 7, ~ , , / i ~ `~0~/ , tige"~ 1 . ~ ~ • ~ Tarboro NC 27886 ~ s
GuA ~ ti~ ,97,837 sq.ft. , ,!N 1, , Q`~/ ~ 1 / ,65v' 2.25,acres '~/v 1`I 252-823-72 95
• .
~ I \ 1 I / I \ / ~o \ . • ad • , ' • ~ ad
h r ' / ~ ,v,9~` f i / ~ ~ 0 \ '0
Tract 4 , \ o
i ~ ~'~'a~ I"~ J' / Tract 4 / ~ \ N / Russell B. Holder n Q~ L tussell B. Holderness ~
/ \ i ; ~ / -S9t• / Ilap Book 28, Page i ~ ~1 ~ ~ / ~ Ilap Etook 28, Page 292 ~ ~ \ LL
, ! \ ~ ~ / U o
~ L
- ~ ~ x A . T O
~ Jack H• Strum „ ~ ~ / 1 P
x Charlotte J. Strum ~ ; ~ / 11 Deed Book 884, Page 444 \ 9.,' ~ / , ~ ~ ~ ~
1 G , ` \1 \ I d.•~ ~ • c
1 ~ / ~ EIP . I NoA ,x r. v Browntown Road Subdivision ~ • o (a ~
xx ~ r Section 3 l• Q o \ Uap Bank 27, Page 100 ~ ~
' a~ ac U
~ ~ x \ / Q C
Ix ~ \ / 3 , ~ a~
xx \ . ; 0
~ xx ~ . ~ ~ . . • , 3 Q.
~ / ~ \ : ` ~ p
Tar - PamNco Ri arias Buffer Zones ; ~ / P \ \ ~ ~ ~ ~ i ~ m ~
~ \ 3
t r r 0 ~ L ~
.x I t ~
\ Z I
1 ~ 1
r i
i
V W V- ~ I
Y W v V W W W '~g \
V- W V W V- 1 \
V y v V- V V• y V• V y f\
W W W V W V• V W W W W V \ I V W v y V• V V' W W V y y V y V, `
y V / /
V W ~L_,~ W W W W W W V W W W ` \ / ~ ?p. ~ oc
Zone 2: W W W y W V' W W V / V V, 20' y Y V y Zone 1: 30' •V V J• •Y V / ~ ` I R ~ ~ eriY
\ mono ed undisturbed y W ,~e V• y forest V' y V- y y V- y V .F T
vegetotion J/ Y W W V- W W Vegetation W y W W W Stf@am V• Note: \ ~ -~o'- 70'- s. 5-?~ ~ _ S~86t ~ S'~ i i~
v' r W W W W W W W W W W W V ` 50~ Tar-Pamlico Riparian Buffer Zones are Browntown Road Subdivision V y W W W W y y W W W W V• W W W W W W W measured from t of bank of ditch or creek. Section 2 Raw T
W W W W W W W W W W W W W W W W v No activity is permitted in Zone 1 (first 30'). / Map Book 25, Pages 339-340 GRAPHIC SCALE ~ 0 F R R n
V W W W W W W W W W W W W W W W W W W W Limited activity is allowed in Zone 2 (20'). / too u sa 100 SCALE: 1 = 100,
W W y W W y W W W W W W W W W W Owner/Developer to consult G. S. 15A NCAC V W W W W W y W W W W W V W W W W W W W 28.0259 before any disturbance within buffer / Sight Distance Drainage 9114 I~ 4W Easement, Typical Easement DMd DATE: June 18, 2002
zone. At All Intersections (Not To Scale)
(Not To Scale) IN FEET REVISIONS Aug. ) 23, Oct. 16, 2(
I inch = 100 ft.
FILE: P020069

erOw sO sP ' North ~t \ North Reference
gR ~w„ R \oo 1g~ ouy y , J \ Being all of Tracts 6 and 7, Map Book Legend •
ar Soil Le end \ • ~ • • 29, Page 107; Nash County Registry EIP -Existing Iron Pipe ~ ~
fro NoA Indicates Soll Types per s, w,, o o R r R Soil Survey of Nash NOA - Norfolk loamy sand, o /o t0 2 /a slope8 / ~ , \ ~ ~ EIS - Existing Iron Stake 0 ~
S~ ~0" Count b the US De t. o o sP ~ a y r P NoB - Norfolk loamy sand, 2 /o to 6 /o slopes / • , • . \ ,S ~ a IPS - Iron Pipe Set ~ PKS - P.K. Nail Set " N ~
c~' o of Agriculture. Location - o o ~ ~ ~ v o ~ te. GOA Goldsboro fine loam sand, 0 /a to 2 /o slopes P/P - Power Pole L ~ ~
a Baca approxlma y • e Site ~ ` • ~ ° ~ 0`4~ Ra - Rains fine sandy loam / • • . • : \ea•/1 a° PIV - Post Indicator Valve ~ ~ d'
~ t ~ ~ / 9y o N AL - Area Light Cn Z N FB - Fire Equipment Box ~
` NoA Fn~\ ~ ~ .~\r1.. ' ~f ~ Y CO - Clean-out o ~ Y N
VlcMlly Map -Not To Scale ~ 0 ~%0,~ \ 0 0 / PP v~~ t~. yJ m o° DI - Drop Inlet ~ ~ ~ m MH _ Manhole ~ ~ ~ C\I
` \ ~ ~ ~ . t ~ , t ~a ~ a o JB Junction Box ~ ~
t -6sl ContrdEl \ ~ ' ~ ~ ~ t ~ ~ornar ~t ~ • \ f ~ CB - Catch Basin ~ ~ Y WV - Water Valve U ~
Russell B. Holderness `t/ NoB ~4 ' Deed Book 1516, Pages 787 794 , tt esr., ~ ~ ~ ~ Unnamed Tributa to o ~ x rY o ® - Gas Valve ~ ~ N Q
RIGHT~F WAY ` o - - ' Flat Rock Branch to Swift Creek ~ - Power Pole & Guy Wire
~ 18 t f~~ 9Sr / A q ~t . 9' - Fire Hydrant Q EPK - Existing P.K. Nail ° Z ~
SHOULDER PA DENT 2" I-2 SHOULDER DITCH o ~ ~ `SSr, /0v -<st-~ \ ,a ' MBL - Minimum Building Line ~ Q J p Curve Table ~
ASPHALT . `l- /off ~s, ,t~~~ Tar-Pamlico River Ri ar~'an Buffer \ ,'ss ~ ~ ' • Inlet Protection o BO - Bollard J ~ O ~
1/4" PER fT / P ~ o~~'~ . ~ / r, ~ p ~ . T _ ~ Zone. See Detail below. o \06 ~ ~ ` ~ \ Check Dam Line Bearing Disionce Radius FL - Flood Light ~ ~ Ct S 71'13'14" W 26.84' 35.OG' CATV- Cable Television Line W Q ~
" PER F 1" PER FT ~ 04 / ~ I:, ~ ~ \ ~ • . C2 S 61'16'44" W 53.72' 50.OG' -x-x-- Chain-link Fence In L~ U
i. \ 52;781 sq.f4:~s v ~1,`:.tV ~ 'v Stream Imnact C3 -a-o- - Wood Fence ~ ~ N S 01'14 06 W 46.26 50.OC ~ _
8" ABC / . t sl,_. \ ~ ~ , C4 S 56'19'02" E 50.00' 50.OG' ~ -Water Meter N ~ I- ~ • \ Propnosed 28 LF RCP ~ ° ~ N
5~ P~' NOTE: IF N.C.D.O.T. APPROVES, 6 ABC / _ _ ry° ~~~.~t .s ~ \ " ` ~ .1 AND 2 I-2 AS 6 1'.. _ ti. S ? ~ Sr. ~ t ~ • PHALT MAY BE USED P C5 N 55'36'11" E 61.68' SO.OG' _ Q ~ ~ - Overhead Utility Line o ~ ~ C6 N 10'32'52" E 12.14' SO.OG' ~ O
N ~ Outlet Protection - EOP - Ed a of Pavement z 9 ~ ~ ~ C7 N 26'0717 E 26.84' 35.0(:' FES -Flared End Section W
ROAD CROSS-SECTION _ Po _ 'h \ '~~~ty\ , ~ ~r 2p'~ ~ t,~ ~ TYPICAL EXCEPT WHERE OTHERWISE NOTED / ` "d g~" / ~ I ~ ~y` ~ ~t a; - ~s~~ yob. ~ ° \ • ~ ~ . • Inlet Protection 6
/ / .6491 ` ~P .7 1~~1., z?' rs ? ` Q•i ~ ~ or ABC ~ a , ~~.y r- , , . - Proposed Area Light ~ W CT Cp z
=t---~ ~ ~ A A _ • Total Im act Len th - 45 LF ~ ~ TW Top of Walk ~ O
o TC - Top of Curb - _
~ ~ ~ ~ ~ N \V~ a ~ ` As h - As halt ~ d ~ \ - P P
~ Ri Ra Outlet Protection Pro. -Proposed ~ W ~ ~ p p _ / Q ~ ' Pedeesiule LA - 11' 75• HC - Handicap O W
0 ` ~\s ` . W - 15' ECM Existing Concrete Monument ~ ~ _ " GW - Guy Wire U
\ PP D50 12" r, DMAX- 18 RCP _ Reinforced Concrete Pipe
~.6 'tij~ ~ ~ \ 1 \ Sl t / . `I'mo i ~ ` / ~ ~ ~ rS s Lot ~ s , , , a \ s ~ ` Apron Thickness - 18" 16' CPP Corrugated Plastic Pipe ~ • \ Not To 5cde
\ ,~tx~ ti / s(.~ \ 3rA.~ `-76.126 sq.ft. ~ ~ / n ti` ' ~ i .L ` ~ ~ •~~6~1~ / Tract 8 \~~`9r~ \ 1.75~aCreS / V 0TH 0 \ r/ra0 ` ? `~~`~ha9>~~ `.~~~;~6~~~\ E«. Box cuw~t CMP Corrugated Metal Pipe `~`\,,;;za~~=''~ ~ ~ ' . NCGS- North Carolino Geodetic Survey
r~,. o ,>r\~;5sr., Lot ~o-~, ~ , NAD - North American Datum ~ ~ : \ S 39'25'12" E _
t / `~s n , \~'A X2;497 sq,ft. \ c? ~ ~ o ~ 9~ • ' tt `,qt ~ 0.98 acres \ ~ ' ~ . 0 ' ~ y° ~ ,w \ \ PP 52.06' N - Northing
t _ Ex. -Existing
/ ' ~ ,z ~ . . sr. ~ ~ ~ ' ~ ~ '~a„ Inv. - Invert
tt / ~9' / \ st`~, '1'c~ . \ / ~ % p9'~ '~i--~. .8 870~s .ft. Iv, - r \ ° . \ SS - Sanitar Sewer 'sg\ft. '~~J \ PVC Polyvinyl Chloride
t 1 / ~~~'s~ ~ ~ e / ~ ~ .q, ~ / A ~9\ 2~ A, t .A X~ ~ ~ A / 0,~, , ,r ~ \ , cres, ~°s~- ~ • CP -Calculated Point
~ t / X~i~ ~ 1 , A V ~~r ~ ~ i ~ / ~ \ • ' , ~ - Spill Lip
t / \ ~ ~~~~U , ~ ~ ~ 1 \ 2 --991. ` ~
/ ~ ~ / V A d'/~ '1 ~j• ~ ~ ~ ~ \ i I' -`--9S1--~ - li9 861-.
~ ~ / \A7. \ Q \ ~ ~ ~ ~ ~ ~ 5t I ~ i\ / \~,9 \ 42,173,s .ft. ~s•\ ~f~ ; / ~ ^ ~ .,as ~ 1-//~ ~x~,---ssl-_'~./~', J' ~ \
\ , ~ \AU \ 0.97 acres, ~ie~\ ~ ~t , / \ ~9/\ ~ss~_ ~ -091-/-~ / ~ ~ / \ ~ 46,798 sq.ft. _\v
~ `~9 / ~ \ F` \ ~ ~I I ~ 1 it ~ 9, -091-'~ \ \ / i. / ~ \ \~s, j 0~/ j m ~ ~ ~ I I \ \ 1.0~ IICreS Sri[ ~:~~.`ss, . ' . ~ Preliminar Drawl s. Y n9
`~0 / A I ' / I I r ~ 1 /0`' I ~A \ I ----191-"''~ ~~09 r,
~ \ ~ ~~s A i/ ~ I ~ A Typlcd y° ~iV 'L ' I --Z91--'"~ / ~ ~ z9 r. v v`. Lot 5 ` ~ t ~ < ~ a~ >av , , Fs r.
` \ ~ 48,281 sq.ft. ~ ~A i\' 9 ~ . s91- -----tisl- -~y~- Total Number of Lots 13 ,'Ess~o- ~ ti ' ~ • ~ \ -
\ ~ A1.1 ~ acres \~1 1 A~i I, ~ ,~l ' ' `j~• V G i ~fr~ ~ ~ ? --Oq" ~ ~ , + ~ ~ ~ , ~ ~ r`~~ '43;700 s .f . A EIP : \ ~a4
? ~ ~ ~ ~ ~ ,1.00 acres \ ~ /i ~ / \ \ \ ~i 5' Drain a and / ~tx~ i ` , • , r• ~\~~'P,• Q- I I' ~----.s96 \ -
t\ ~0 ~ ! ~ ~ Utilfty Eosement, / i k ' ~i `t / ~\y ~ ~ .t ~ ' °1 ~ ~ ~ . • ' . Total Linear Feet of Street 958 - ~ \
\ ~ V /V ~ , See Detail ' ~ . f ~ t / \ Al ~ ~ ~ ~ ~ i I ~ i 1
\ GoA ~ V tl ~ ~ \ ,9• / e ~ ~ ~ ~ , ~ t l Attu Y~~ A ~ ° I/ ~ i I I \ • Total Area of Subdiwsion 20.02 Acres
ea\ 11 A ~ p i i~~ II , ~tt ~ \ ~ \2S, ~I , /I \ \ ` ~ ~ i \
C• A ~ ~ ~ r ~ ~ I , t ~ \ ~ ~'9 g I~ / 0~ ~ I ~ I . ~ : \ Not for b~struction .
• • ' ~ . Zone A-1 NoB ` • '
.
' ~0 I 1 Lot s~ ~ I ~ 14> ~ ' ( 3SR / ~ I i li \•'9 ; i~ ~ ' ~ . ~ . ; I , v 1 `.,Lot 10 / , ~ . \ ~ / . 1 105 905 s',ft. ~ ~ ~ • . ~ t ~ I r , \ ~E,~b$Ci.$~ f"f Ot~l . \ _ ~
/ i ~ q ~ ~ • n ~ ; I I AVI A i 43;~Q0 sq.ft. • ~ i \ \ ~ / . 2.45 ages \ ~ \ ~ . ' 2 \ 1 ) , . . Side 15
control / I i ~ ~ ~ ~ ( I 1 ~ ~ 9/ \ 1 1.00 does, / , \ Corner / ~ I 1 ~S ~ ~ r'' ~ \ I , \ .9
\ ~ i 1 -wooded - ~ / ~ 11 I i r I Q I / EIP / ~ i ~ o ~7 I ~ Rear -30
\ \ ~ i ,,'~i56 ~ ~~1~ ~ '0.88 bcres \ 1 A / p~ _ . ' Side Street 25
\ \V i ~ ~ i S Q3'40 518 W li w I 11 , A t ' :
I ~ M0~ 50.001 ~ ~ I I 1 ~ V Q ; ~~I~ \ p. A I i58 ~t5 ~ 1 11 II ~ ~ x V 1 1 Oo' / . • . • \ Owner Develo erg
9 .A i y. I , , ~ " ~ /d , 8 1 Al i 1 ~ ~ 1 ,9AI / 1 \ / `~v ~ ,r i , I, x9, ~ ~ Q\ / .'1 ova ~ / P
\ ~ ,A~X~ k~ / , r ~ ~ Mgr ~ ~i ' A 7YV / IL - - / c Tall Cotton In . .
~~~a ~V ~ • i I i ,r ~ , r i ~ li A ~I 9~ 1~ ~ y ~ ~ I I Lot ~ 1 . P.O. Box 249 • .
\ ~J i r ~ ~ ~ 1 AI ,~9 1 ~ ~~I , r - ylooded i ~ I r~ 67,511 s~.ft. ~ ~ ~ ~ Tract 5 /
\ A t ~ ~ I 1.55 acres 1 / ~ 1 ~v I h 1 Tarboro NC 27886 •
``v I Ot ~ 1, U t tiV , 97,837 sq.ft. ; ,`IN I ~ 11 1~/ ~ ~`-----''z i / . 252 823 7295
GoA \ ~ , 6~ 2.25,acres 'I" I, , / , t / ~ ~
' ~ ~ `t 0 ~
\ 1 \ I I i x ? / - ~o
V ' I' ~ ' / q ~ A v$. . ~0~/ 0~ Tract 4
~ A l ~ I ° / ~ / I X ~B ~ ' 'h/ / A~ ti~;~ / Russell B• Holder Tract 4 i • ' . • ~ ~ Fussell B, Holderness ' • • ' ~ \ - U
~ \ ~ ~ I ~ I / ---.__591. / Map Book 28, Page Map Book 28, Page 292 ~ 0
, , ~ ! ~ \ ~ ? 1 ~ I / ~ • \ L ~ ~ . \ L
\ ~ \ , i L r ~ 0
I 1 / ~ ~ ~ Z
t ti t ~ / I , ~ C ~ . \ .
ttt Jack H. Strum 1 t Charlotte J. Strum \ ; ~ i• • i ~ • • of °
tt Deed Book 884, Page 444 i / t \ ~ \ ~ ~ C ~ ~ • ~ ~ ~ ~ ~
tt \ i / t 1 ~ ~ ~ r o Browntown Road Subdivision i ' o o
~t EIP ~ o ~ \ \ / ~ U ~ ~ Section 3 i ,~o~
t t tt \ \ / IAap Book 27, Poge 100 / " A at ~ C ti
t 1 1 Q • ~ ~ i ~ ~ ~ ~ 0
\ \ \ / ` t \ t Z
t t \ / 3 a
t \ \ 1 tt r - 0 :c ,1 j L ~
t` \ \ t / \ ~ ~ ~ m C
` \ ~ ~ ' / y ~ ~ n t 3
Tar -Pamlico Ri arian Buffer Zones \ ~ P , V ~ i ~j ~ 0 ~ ~ L i f"
\ \ / i 0
\ , / ~ ~ ~ Z
\ 1 i i
' \ / I \ I
i r
i i
\ I W \ r
Y J• V• ? e0' \
J• V- V y V• f
V W v V W V• W Cy/
/~I\ V y v y V ~ V- y V V•
W W W V W W V V' W W V' V ~ I ¦
V W v W W V V' V• W V W W V L ~V ~ ' J- y V• J- y y V• V y V- V y y V / ` I v
~ / 2 0 OR J--N Li e eriy
W W W W W y y W V ~ Zone 2: Zone 1: 30~ / 'T
V V• 2D W y V• •V y y y y V• V~ ~Y y ye / . mana ed undisturbed `F / ~ ~ 9. y y y forest V' y y y y y y V V/ 5' -70'- -70'- 5'~I
c+sa+ i ~ _ r
W vegetation W W W W vegetation w W y W W Stream W W Note: RiW GRAPHIC SCALE -T- o.- ___J L. R 1" = 100'
W W W W W W W W W W W W W W W W 14 50' Tar-Pamlico Riparian Buffer Zones are a / Browntown Road Subdivision o R R SCALE. 100 0 50 100 200 400 /W 1 Drainage and Unity DATE: June 18, 2002
V W W W W W W W W W W W W y W W W W W W measured from top of bank of ditch or creek. Q•e/ Section 2 W W W W W W W W W W W 41 W W W W W No activity is permitted in Zone 1 (first 30'). / Map Book 25, Pages 339-340
W W W W W V W W W W W W W W W W W W W W / Limited activity is allowed in Zone 2 (20'). / Sight Distance Easement Detei
W W W W W W W W W W W W W W W W Owner/Developer to consult G. S. 15A NCAC Easement, Typical
V W W W W W W W W W W W W W• W W W W W W 2B.0259 before any disturbance within buffer / zone. At All Intersections (Not To Scale) IN FEET REVISIONS Aug. 23, 2002 ( (Not To Scale) 1 inch = 100 ft.
FILE: P020069 KF

.°ss ~ UNITED STATES
~'s°',, DRAKE QUADRANGLE ~ o` s - DEPARTMENT OF THE INTERIOR ~ Ql V
F+,ti4 NORTH CAROLINA ~h6F~'~y GEOLOGICAL SURVEY z.5 MIN gE`'
UTE SERIES (TOPOGRAPHIC) ~ ~ 77°52'30" m ~ ~ 5456111 NE RINGWOOD 7 Mf.
' 36°0730" i 2420°° 'E' 243 I ~ 0 246 RINGWOP01 GLENVlEW 3 MI. ~ HICKORY 0.6 hll!`Q~'3Q° 249 12 360 0010 FEET 251 77°45' , ° . ` pp , Orr
O 1 ; r II a . ~Y, : r w,=. 91 ~~'1' ° sr. ,a ~ C, ! ~ _ fi r.
ill ~ u , I~~ g ` y-~` II / I ~ _ ~ o ~ ~ n O D r ~ ter, Shiloh O - - ~ 1 Q II II.
ca `o'ozier I rs6. \ 0 i!I ~ ~f . Chy .li _ ~ fl II . I ~ ~ 200 ~.iYk,~ "x':,, ,Cem\\ , s:' o ~ !z6 - M ...LI~ II II „ , q
w ooa° W.;. I ` J , ~ n III: u Z0~ pp o € , 110 °II O. i a~_ p ~ J`
~ r - 0 _ ~a ~ I II V - ti ~ ~ ~ ~ II ii ~ C , II i; - I!L .J r` 4 e ~ It r,~i,,", •II p h
\P II I ,14 al' ~ U k:, A 1r a ~r~~ 0 ~:r„•, II 'III O fi O 6 . yr rt i r II i ~ . , t ° i••
20 . A : . ° II ~ ~ a ° r ~ a / r, 1: ~ Mann rJ6 . z ~O r ~q ~ ? 1, - r ~ V ~ \ ~ l ~a.y~- ; .5l;f -
r II o. a 0O a 50 it a a^= I'j0 ~ ~ l ~ 1 \ \ ~ I ~ l~~North Wfutakere ,
~ i \ I 4 U0 203 ~r'% ~ II ! `1: =a llr0 4 /q ~ ° 3 ~ ~ ~ t ~..,3'. m a+-;
/ ,
II. ~ ~ Il r, o~ ~
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2 340 000 FEE ROCKY MOUNT 4.7 Ml. ~ ~ o r 77° 52'301 z42 5D ~5 2 ( DCKY MOUN7 1:62 500) I ROCKY MOUNT (VIA N. C. 43) Ik ML ° ,ROC Y MOUNT 3.7 ML ~ 2 • • irvreeioa-cwuociuU suavev wesHiecrow o c-~°ea, 36 00 46 5455 /V - 47 30 22 Ml.!TO U. S. 264
Ma ed edited and :S199a>,.E. 77°45' pp published by the 6eologlcal Survey 1 SCALE ..24000 ~
\bry Control by USGS, USC&GS, and USCE * 1 ~ 0 1 MILE ROAD CLASSIFICATION 9~ e
~~J Topography by photogrammetric methods from aerial MN looo o loop 2000 3o0o aooo 5000 600D 7ooo FEET O.p
0~6~'\ photographs taken 1958. Field checked 1963 cN 1 5 0 ~ Heavy duty.-..... Light-duty sFao~ 1 ~ u 1 KILOMETER e Medium-duty............ Unimproved dirt ' sus 0~1 Polyconic projection, 1927 North American datum 5• o r'slp so
l~0 10,000-foot grid based on North Carolina coordinate system e9MILS 29M Ls CONTOUR INTERVAL 10 FEET 1 U. S. Route O State Route o, O~
- DATUM IS MEAN SEA LEVEL 1 1000 meter Universal Transverse Mercator grid ticks,
zone 18, shown in blue i , N. C. ~
I Fine red dashed lines indicate selected fence and field lines where generally visible on aerial photographs. This information is unchecked UTM GRID AND 1963 MAGNETIC NORTH ~ DRAKE, N. C.
DECLINATION AT CENTER OF SHEET - QUADRANGLE LOCATION N3600-W7745/7.5
THIS MAP COMPLIES WITH NA710NAL MAP ACCURACY STANDARDS ~ , FOR SALE BY U. S. GEOLOGICAL SURVEY, WASHINGTON 25, D. C. 1963
A FOLDER DESCRIBING TOPOGRAPHIC MAPS AND SYMBOLS IS AVAILABLE ON REQUEST ~
AMS 5456 I]I SE-SERIES V842
i