20040436 Ver 1_Complete File_20040323

O? WAT? Michael F. Easley, Governor
9
`J
q William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
T- Alan W. Klimek, P. E. Director
" I
f.1 'C Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
July 9, 2004
DWQ Project # 04-0436
Edgecombe County
Page 1 of 4
Mr. Greg Bethea, Town Administrator
Town of Pinetops
P.O. Drawer C
Pinetops, North Carolina 27884
Subject Property: Town of Pinetops Second Street Widening Project
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.Bethea:
You have our approval, in accordance with the attached conditions and those listed below, to
place fill within or otherwise impact 145 feet of streams and`J4500 square feet (ft2) of protected
riparian buffers for the purpose of improving Second Street, as described within your application
dated March 22, 2004, second revised application dated April 8, 2004, and a final revised
application dated June 7, 2004 (received by the N.C. Division of Water Quality (DWQ) on June
21, 2004. After reviewing your application, we have decided that the impacts are covered by
General Water Quality Certification Number(s) 3404 (GC3404). The Certification(s) allows you
to use Nationwide Permit(s) 14 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 2B .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, Non-discharge, and Stormwater
regulations. The approval to proceed with your proposed impacts or to conduct impacts to
waters as depicted in your application shall expire upon expiration of the 404 or CAMA
-Permit.
This approval is for the purpose and design that you described in your application. If you change
your project, you must notify us and you may be required to send us a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter and
is thereby responsible for complying with all conditions. If total fills for this project (now or in
the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may
be required as described in 15A NCAC 2H .0506 (h). This approval requires you to follow the
conditions listed in the attached certification and any additional conditions listed below.
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), (httr)://h2o.enr.state.nc.us/ncwetlands)

Mr. Greg Bethea, Town of Pinetops
Page 2 of 4
July 9, 2004
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and
general conditions of this Certification (or Isolated Wetland Permit) are met. No other
impacts are approved including incidental impacts:
Amount Approved
(Units) Plan Location or Reference
Waters 145 (ft.) June 7, 2004 application
Buffers 14500 (sq ft.) June 7, 2004 application
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for\.the project must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion
control measures must be such that they equal,. or exceed, the requirements specified
in the most recent version of the North Carolina Sediment and Erosion Control
Manual. The devices shall be maintained on all construction sites, borrow sites, and
waste pile (spoil) projects, including contractor-owned or leased borrow pits
associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre-Construction Notification. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the
maximum extent practicable. If placement of sediment and erosion control devices in
wetlands and waters is unavoidable, they shall be removed and the natural grade restored
Mr. Greg Bethea, Town of Pinetops
Page 3 of 4
July 9, 2004
within six months of the date that the Division of Land Resources has released the
project.
5. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within
these boundaries approved under this authorization shall be clearly marked with orange
warning fencing (or similar high visibility material) for the areas that have been approved
to infringe within the buffer, wetland or water prior to any land disturbing activities to
ensure compliance with 15A NCAC 2B .0259.
6. Diffuse Flow
All stormwater shall be directed as diffuse flow at non-erosive velocities through the
protected stream buffers and will not re-concentrate before discharging into the stream as
identified within 15A NCAC 2B .0259(5)
In an effort to comply with the diffuse flow provision of the Buffer Rule (15A NCAC
02B .0259(5)), you have provided the DWQ with, grass-lined swale design dated June 7,
2004. The DWQ believes that if implemented, as 'per these plans, diffuse flow will be
achieved. However, if diffuse flow as per 15A NCAC 02B .0259(5) is not achieved, then
the DWQ shall be notified and corrective actions to restore diffuse flow shall be taken if
necessary to impede the formation of erosion gullies.' At no time shall stormwater from
the proposed development be piped directly through the buffer without prior DWQ
written authorization.
The structural stormwater practices as approved by this Office as well as drainage
patterns must be maintained in perpetuity. No changes to the structural stormwater
practices shall be made without written authorization from the Division of Water Quality.
Stormwater easements shall be recorded for a distance of at least 10 feet on each side of
all stormwater conveyances on all lots containing these structures including future access
for maintenance. The stormwater easements shall allow for the ability to maintain the
structures, perform corrective actions as described above and shall provide protection of
the structures from potential alternations by future property owners.
An Operation & Maintenance (O&M) agreement signed by the current'landowner must
be approved by the DWQ. This O&M agreement must transfer with the sale of the land
or transfer of responsibility for the stormwater facilities and the DWQ must be notified of
every transfer.
7. 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.
Mr. Greg Bethea, Town of Pinetops
Page 4 of 4
July 9, 2004
Violations of any condition herein set forth may result in revocation of this Certification and may
result in criminal and/or civil penalties. The authorization to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application and as authorized by this
Certification, shall expire upon expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved
wetland or stream impacts), you may ask for an adjudicatory hearing. You must act within 60
days of the date that you receive this letter. To ask for a hearing, send a written petition, which
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the
approved buffer impacts) shall be referred in writing to the Director for a decision. The
Director's decision is subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act and the 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 Cynthia
Van Der Wiele at 919.715.3473.
AWK/cvdw
Enclosures: GC 3404
S ncerely,
ek, P.E.
Certificate of Completion
cc: USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Mark Russell, Mack Gay Assoc., P.A., 1667 Woodruff Road, Rocky Mount, NC 27804
Filename: 040436 Pinetops Second St (Edgecombe)401+Buffer.doc
oqoq3?
M MACK GAY ASSOCIATES, P.A.
AVtA Consulting Engineers & Surveyors
June 7, 2004 FILE COPY
Mr. John Dorney WEIZANDS1401 ge4.
Water Quality Certification Program UP
Division of Water Quality JUN 2004
N
Service artm e ent of Environment and Natural Resources WArERQUqLi
Mail Tina Department
1617 orth
Raleigh, NC rySECTION
Subject: Grass-lined Swale for Stormwater Runoff Discharge for DWQ
Project No. 04-0436
Mr. Dorney:
Attached are the calculations that are required to treat the stormwater related to
the new impervious surface located in the buffer. The proposed solution is to
construct a grass-lined Swale that will remove the nitrogen and sediment. The
new impervious area in the buffer could not be segregated from the existing
impervious area in the buffer. Based on this information, the grass-lined Swale
will also remove the nitrogen and sediments from the existing impervious area.
The grass-lined Swale has been designed to meet the parameters required by
NCDENR Stormwater Best Management Practices, dated April 1999. This Swale
should be capable of removing sediment and nutrients before the stormwater
enters the stream. This Swale has been designed by the same parameters as
previously allowed projects. Please review the attached calculations. The
impact area for the stream will be minimal.
If you should have any questions, please contact me at 252-446-3017.
Regards,
`_?119
Mark A. Russell, PE
Civil Engineering • Surveying • Land Planning
1667 Woodruff Road • Rocky Mount, North Carolina 27804
[phone] Fax [phone]
GRASSED SWALE CALCULATIONS
Town of Pinetops - Second Street Widening Project
Longitudinal Slope Required Range Actual
2-4% 0.75%
Side Slopes Maximum Actual
3:1 3:01
Velocity (2-year storm) Maximum Actual
2 fps 1.81 fps
Flow (10-year Storm) Maximum Actual
7.83 cfs 2.5 cfs
Length of Swale Feet
120
Drainage Area Acres
0.35
Feet/Acre
Length of Swale/acre 343 > 100 OK
Town of Pinetops - Second Street Swale
Worksheet for Triangular Channel
2 - ` e-A,e. S To X44 ,0.4 rA
Project Description
Project File untitled.fm2
Worksheet Town of Pinetops Second Street
Flow Element Triangular Channel
Method Manning's Formula
Solve For Channel Depth
Input Data
Mannings Coefficient 0.030
Channel Slope 0.007500 ft/ft
Left Side Slope 3.000000 H : V
Right Side Slope 3.000000 H : V
Discharge 1.83 cfs
Results
Depth 0.58 ft
Flow Area 1.01 ft2
Wetted Perimeter 3.67 ft
Top Width 3.48 ft
Critical Depth 0.47 ft
Critical Slope 0.0227 84 ft/ft
Velocity 1.81 ft/s
Velocity Head 0.05 ft
Specific Energy 0.63 ft
Froude Number 0.59
Flow is subcritical.
06/08/04 FlowMaster v5.15
08:09:59 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1
Town of Pinetops - Second Street Swale
Worksheet for Triangular Channel
/v - yE.ae, 5 row d4"
Project Description
Project File untitled.fm2
Worksheet Town of Pinetops Second Street
Flow Element Triangular Channel
Method Manning's Formula
Solve For Discharge
Input Data
Mannings Coefficient 0.030
Channel Slope 0.007500 ft/ft
Depth 1.00 ft
Left Side Slope 3.000000 H : V
Right Side Slope 3.000000 H : V
Results
Discharge 7.83 cfs
Flow Area 3.00 ft2
Wetted Perimeter 6.32 ft
Top Width 6.00 ft
Critical Depth 0.84 ft
Critical Slope 0.0187 72 ft/ft
Velocity 2.61 ft/s
Velocity Head 0.11 ft
Specific Energy 1.11 ft
Froude Number 0.65
Flow is subcritical.
06/08/04 FlowMaster v5.15
08:10:56 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1

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Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
Check all of the approval(s) requested for this project:
? Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
Owner/Applicant Information
Naive: Town of Pinetops -Greg Bethea - Town Administrator
Mailing Address: P.O. Drawer C, Pinetops, NC 27884
Telephone Number: 252-827-4435 Fax Number: 252-827-2806
E-mail Address: pinetopsgearthlink.net
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Marls A. Russell, PE
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: markmgapa a,earthlink.net
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Town of Pinetops -Second Street Widening Project
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): Property located in NCDOT right-of-way
4. Location
County: Edgecombe Nearest Town: Located in Pinetops town limits
Subdivision name (include phase/lot number): Second Street in NCDOT right-of-way
Directions to site (include road numbers, landmarks, etc.): From Raleigh, NC - Take US 64
East to US 264, talce US 264 to Wilson, NC, exit on US 42 East, take US 42 East to Pinetops,
Turn right on to Second Street, location is approximately 2000 feet from intersection.
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. Property size (acres): Street widening within NCDOT right-of-way.
7. Nearest body of water (stream/river/sound/ocean/lake): Mill Creek
8. River Basin: Tar-Pam
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at 1-ittp://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Second Street in Pinetops, residential on east side of
Second Street. Vacant land on west side of Second Street.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
The proposed project will increase the width of Second Street from a two-lane road to a three
Lane section. Curb and gutter will be added to both sides of the street. A sidewalk will be
Added to the east side of the street. The existing 36-inch rcp will be replaced with a 48-inch
RCP. The alignment of the existing UT will be changed back to its original routing.
A track hoe excavator will be used to install the new culvert. Earthmoving equipment will be
used to construct the road.
11. Explain the purpose of the proposed work:
The purpose of the proposed work will be to widen the existing street and to replace the
existing culvert.
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.
This project has no prior history.
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.
There are no other permits anticipated for this project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
Page 7 of 12
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
One area of impact is requested for this permit. This area of impact is to widen the existing
street and to upgrade the existing culvert.
2. Individually list wetland impacts below: No wetlands will be impacted with this project.
Wetland Impact
Site Number
indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.pov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0 acres
Total area of wetland impact proposed: 0 acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on map)
Type of Impact ; Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secify)
No. 1 Culvert 145 UT to Mill Creek 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.uses.L,,ov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mat) uest.com, etc.).
Page 8 of 12
Cumulative impacts (linear distance in feet) to all streams on site: 145 feet
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: No impacts to open waters
Open Water Impact
Site Number
indicate on map)
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 No pond will be constructed.
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 road improvement plans reveals that the proposed uparade will route
the existing stream back to its natural channel. The street improvements cannot be
accomplished without upgrading the existing culvert.
VIII. Mitigation
Page 9 of 12
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
htti-.)://h2o.eii.r.state.nc.Lis/iiewetlaiids/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No mitigation will be required because the impact is equal or less than 145 feet along the
Stream bank.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wro/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): 0 linear feet
Amount of buffer mitigation requested (square feet): 0 square feet
Page 10 of 12

Amount of Riparian wetland mitigation requested (acres): 0 acres
Amount of Non-riparian wetland mitigation requested (acres): 0 acres
Amount of Coastal wetland mitigation requested (acres): 0 acres
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No ? NCDOT funds will be used for this project
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify, )?
Yes r5?1 No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 8700 3 0
2 5 800 1.5 0
Total 14500 0
* Zone 1 extends out 30 teet perpendicular trom near bank of channel; Zone 2 extends an
additional 20 feet f -om the edge of Zone 1.
Page 11 of 12
AN
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter ••lvot Appiicanie•• or
1. Processing
1. Check all of the approval(s) requested for this probe :
? Section 404 Permit [ ?]? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
H. Applicant Information
1. Owner/Applicant Information
Name: Town of Pinetops -Greg Bethea - Town Administrator
Mailing Address: P.O. Drawer C, Pinetops, NC 27884
Telephone Number: 252-827-4435 Fax Number: 252-827-2806
E-mail Address: pinetops0karthlink.net
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Mark A. Russell PE
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]
e.?E ? r e'ber
'V
LAiN ,?r u
Page 5 of 12 ? MAR 2 2 4
, ._. _
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Town of Pinetops - Second Street Widening Project
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): Property located in NCDOT right-of-way
4. Location
County: Edgecombe Nearest Town: Located in Pinetop_s town limits
Subdivision name (include phase/lot number): Second Street in NCDOT right-of-wav
Directions to site (include road numbers, landmarks, etc.): From Raleigh, NC - Take US 64
East to US 264, take US 264 to Wilson NC exit on US 42 East, take US 42 East to Pinetops,
Turn right on to Second Street location is approximately 2000 feet from intersection.
5. Site coordinates, if available (UTM or Lat/Long): 77 ° 3 8 0 L 3 'e 13S ° y7 &V
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): Street widening within NCDOT rit-of-wav.
7. Nearest body of water (stream/river/sound/ocean/lake): Mill Creek
8. River Basin: Tar-Pam
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:,//h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Second Street in Pinetops, residential on east side of
Second Street. Vacant land on west side of Second Street.
Page 6 of 12
F
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
One area of im-act is requested for this permit. This area of impact is to widen the existing
street and to upgrade the existing culvert.
2. Individually list wetland impacts below: No wetlands will be impacted with this project.
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 dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.aov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0 acres
Total area of wetland impact proposed: 0 acres
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 150 UT to Mill Creek 10-15 feet Perennial

i
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Page 8 of 12
Jr
Cumulative impacts (linear distance in feet) to all streams on site: 150 feet
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: No impacts to open waters
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, cean, 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 No pond will be constructed.
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 road improvement plans reveals that the proposed upnrade will route
the existing, stream back to its natural channel. The street improvements cannot be
accomplished without u rp?ading the existing culvert.
VIII. Mitigation
Page 9 of 12
l
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
htt2://h2o.enr.state.nc.us/ncwetlands/strmy,ide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No mitigation will be required because the impact is equal or less than 150 feet along the
Stream bank.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.Us/wrt)/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): 0 linear feet
Amount of buffer mitigation requested (square feet): 0 square feet
Page 10 of 12
r
Amount of Riparian wetland mitigation requested (acres): 0 acres
Amount of Non-riparian wetland mitigation requested (acres): 0 acres
Amount of Coastal wetland mitigation requested (acres): 0 acres
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes [9' No ? NCDOT funds will be used for this project
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ©'
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify 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.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 9000 3 0
2 6000 1.5 0
Total 15000 0
* 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
Wetlands Tracking
Facility Name Town of Pinetops Second Street Widening Project
Project Number 04
Project Type purpose of road widenin
Location US 42 East to Pinetogs ri
Received From APP
Received Date March 22, 2004
Sent to Region Date
Rcvd Region Date ?.
Last Action Date April 19, 2004
Last Action Hold
Latitude (ddmmss) 354704
Longitude (ddmmss) 773823
Public Notice Written
Date
? Express
coed st. Mill Creek
COE ID #
COE Susp Date
DCM Susp Date
TIP Number
More Info Requested 3/29/2004
More Info Received 4/14/2004 J
Mitigation ? J
COC Received Date
Public Notice
Received Date
County Edgec;ombe
County2
Region Raleigh
Reg. Contact
APPLICATION FEE INFO
Payment Date 3/22/2004
Amount Paid $200.00
Payor Mack Gay
Check # 4372
Comment Period
Ends Date
Certificates Stream Area
Area
Permit Wetland Wetland Stream Class Wetland `(acres) (acres)
Type Cert # Type Impact Score Index Prim. Supp. Subbasin Class Req. Appr.
14 3404 Stream O' Y @) N 28-17-3-1 C NSW 03Q30i stream
TPBR BA Buffers ?O Y ON 030301 error 0.341
Ion ON I C I f l [
Tots
W RP Mitigation
.Mitigation Project Wetland Wetland Area Length Completion
MitigationType Number Type Class (acres) (feet) Date

150.001 1 .
Total Mtigation:',`.u,

Length Length
(feet) (feet)
Req. ; Appr.
150.0 -J
II for 401:
Stream Impacts' (ft.)
Peren- Inter-
Subbasin nial mittent
ffJ O.
> =i
p 'r
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
June 7, 2004
DWQ # 04-0436
Edgecombe County
CERTIFIED MAIL-RETURN RECEIPT REQUESTED
Town of Pinetops
Attn: Mr. Greg Bethea; Town Administrator
P. O. Drawer C
Pinetops, NC 27884 _._
Dear Mr. Bethea:
The Division of Water Quality has reviewed your plans for the discharge of fill material into 145
linear feet of streams and 0.34 acres of stream buffers located at Second Street widening in
Edgecombe County for street widening. Insufficient evidence is present in our files to conclude that
your project must be built as planned in waters and/or buffers in accordance with 15A NCAC 2H .0506.
Therefore, unless modifications of the proposal are made as described below, we will have to move
toward denial of your 401 Certification as required by 15A NCAC 2H .0507(e) and will place this project
on hold as incomplete until we receive this additional information, we are requesting (by copy of this
letter) that the U.S. Army Corps of Engineers place your project on administrative hold.
Please provide us with information supporting your position that states your project must be
constructed as planned and that you have no practicable alternative to placing fill in these waters
and/or wetlands. Specifically, please address the following questions:
1. If impact to the buffer exceeds one-third acre (your application reports 15,000 square feet or 0.34
acre of buffer impact), then compensatory mitigation will be needed. Please address the amount
of planned buffer impact.
2. As stated in our March 29, 2004 letter, on-site stormwater management will be needed for the
stormwater from the new impervious surface in the buffer. Please provide a stormwater plan that
meets this objective.
Any documentation such as maps and narrative that you can supply to address alternative designs
for your project may be helpful in our review of your 401 Certification and Buffer approval.
Please respond within three weeks of the date of this letter by sending a copy of this information
to my attention. If we do not hear from you in three weeks, we will assume that you no longer want to
pursue this project and we. will consider the project as withdrawn. If you have any questions, please
telephone John Dorney at 919-733-1786.
i R. Dorney
Water Quality C ification Program
cc: Raleigh DWQ Regional Office'
Raleigh Field Office Corps of Engineers
Central Files
File Copy
Mark Russell; Mack Gay Associates, 1667 Woodruff Road, Rocky Mount, NC 27804 An.
?cTeNR
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
A
MACK GAY ASSOCIATES, P.A.
ting Engir
1401 GROv,
APR 14 2004
April 8, 2004
WATER QUALITY SECT1Ch
Mr. John Dorney
Water Quality Certification Program
Division of Water Quality
North Carolina Department of Environment and Natural Resources
1617 Mail Service Center
Raleigh, NC 27699-1617
Subject: DWQ Project No. 04-0436
Mr. Dorney:
Attached is the revised PCN application for the above project. The three
comments in your letter dated March 29, 2004 have been answered below.
1. The plan has been revised to less than 150 of total impact. The initial fee
should be sufficient based on this revised plan.
2. A compensatory mitigation plan should not be required since the plan has
been revised to less than 150 feet of total impact.
3. Mike Horan stated in a telephone conversation on 4/5/2004 that comment No.
3 did not apply to this plan.
If you should have any questions, please contact me at 252-446-3017.
Regards,
/,hl? 4, 7?
Mark A. Russell, PE
rveyors
Civil Engineering • Surveying or Land Planning
1667 Woodruff Road • Rocky Mount, North Carolina 27804
[phone] Fax [phone]
' Michael F. Easley, Governor
OF WAr?9 William G. Ross. Jr., Secretary
QG North Carolitla Department of Environment ahd Natural Resources
O
r
> Alan Klimek, P.E., Director
-1
O ? Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
March 29, 2004
DWQ # 04-0436
Edgecombe County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Town of Pinetops
Attn: Greg Bethea, Town Administrator
P O Drawer C
Pinetops, NC 27884
Subject Property: Second Street Widening
Dear Mr. Bethea:
On March 22, 2004 the Division of Water Quality (DWQ) was notified by receipt of your application regarding your plan to
fill wetlands or waters for the purpose of widening a road in Edgecombe County. Approval from DWQ is required to disturb
these areas. Please provide 7 copies of the following information and refer to the DWQ # listed above in your reply. Please
show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine your projects' compliance
with 15A NCAC 2H.0500.
1. The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were
requested. Please provide $275.00. This additional fee must be received before your application can be
reviewed.
2. 150 feet of compensatory stream and buffer mitigation is required for this project. Please provide a
compensatory mitigation plan. The plan must conform to the requirements in 15 A NCAC 2H .0500 and must
be appropriate to the type of impacts proposed.
3. Stormwater management will be required to address runoff from the new impervious surface in the buffer.
Please provide a copy of this stormwater plan.
Please telephone Mike Horan at 919-715-3404 if you have any questions or would require copies of our rules or procedural
materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H.0505(c). The processing time
for this application will begin when this information is received. If we do not hear from you by writing or by fax at (919)
733-6893 within three (3) weeks we will assume you no longer want to pursue the project and will consider it withdrawn.
Sincerely,
0? "
R. Dorney
01 ater Quality Ce ' tc tion Program
JRDft
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy .
Mark Russell, Mack Gay Associates, 1667 Woodruff Road, Rocky Mount, NC 27804
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), (hgp://h2o enr state.nc.us/ncwetlands)
. ..- 1 --s-r - C lA0

Office Use Only:
Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Riot Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this probe arian or Watershed Buffer Rules
? Section 404 Permit P
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:--- N-4) /'Y
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: []
II. Applicant Information
1. Owner/Applicant Information -
Name: Town of Pineto s -Greg f3ethea - Town Administrator
Mailing Address: P.O. Drawer C Pineto s NC 27884
Telephone Number: 252-827-4435 Fax Number: 252-827-2806
E-mail Address: ineto s earthlink.net
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Mark " Russell PE
Company Affiliation: Mack Gay Associates. P.A. `
Mailing Address: 1667 Woodruff Road
Rock Mount NC 27804
Telephone Number: 252-446-3017 Fax Number: 252-446-7715
E-mail Address: markm a a earthlink.net
Page 5 of 12 ?'
TTI. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Town of Pinetogs -Second Street Widening Project
2. T.I.P. Project Number or State Project Number (NCDOT Only):
ght-of-way
3. Property Identification Number (Tax PIN): Property located in NCDOT ri
4. Location
County: Ed eg combe Nearest Town: Located in Pinetons town limits
Subdivision name (include phase/lot number): Second Street in NCDOT right-of-way -
Directions to site (include road numbers, landmarks, etc.): From Raleigh NC - Take US 64
East to US 264 take US 264 to Wilson NC exit on US 42 East take US 42 East to Pinetons,
Turn ri ht onto Second Street location is a roxnnatel 2000 feet from intersection.
?? 33 ° y7 e y "
5. Site coordinates, if available (UTM or Lat/Long): -7-7 ° 3 8 " 7_3
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): Street widening within NCDOT right-of-way.
7. Nearest body of water (stream/river/sound/ocean/lake): Mill Creek
8. River Basin: Tar-Pam
(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/admWLmaps-/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Second Street in Pineto s residential on east side of
Second Street. Vacant land on west side of Second Street.
Page6of12`
10. Describe the overall project in detail, including the type of equipment to be used:
The proposed ro'ect will increase the width of Second Street from a two-lane road to a three
Lane section. Curb and utter will be added to both sides of the street. Asidewalk will be
Added to the east side of the street The existing 36-inch rcU will be replaced with a 48-inch
RCP The ali tent of the existing UT will be changed back to its onnal routing.
A track hoe excavator will be used to install the new culvert. Earthmovin e ui ment will be
used to construct the road.
11. Explain the purpose of the proposed work:
The purpose of the pro osed work will be to widen the existing street and to replace the
existin culvert.
IV. Prior Project History
if jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
This ro'ect has no rior histo .
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.
There are no other ermits anticipated for this roject.
VI. Proposed Impacts to Waters of the United States/Waters of the State
it is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
Page 7 of 12 %%
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
One area of impact is requested for this permit. This area of impact is to widen the existing
street and to u grade the existing culvert.
2. Individually list wetland impacts below: No wetlands will be impacted with this project.
Wetland Impact Area of Located within Distance to
st Stream Type of Wetland***
eare
Site Number 7 Type of Impact* Impact 100-year Floodpla7,,
tnatcate on map
s*
i**
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httn-ww.fema.aov.
List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0 acres
Total area of wetland impact proposed: 0 acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact LeFa of Average Width Perennial or
Site Number Type of Impact* Ict Stream Nameof Stream Intermittent?
indicate on ma lineet Before act lease ecif
No. 1 Culvert 150 UT to Mill Creek 10-15 feet Perennial
t List each impact separately and identify temporary impacts. impacts include, but are not limited to: culverts and associated rip-rap,
gain), (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/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. the nearest
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or www.to2qZqne.com
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g.,
www.mapguest.com, etc.).
Page 8 of 12
Cumulative impacts (linear distance in feet) to all streams on site: 150 feet
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: No impacts to open waters
Open Water Impact Area of Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact (if applicable) lake, pond, estuary, sound,
(indicate on map) (acres) 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 No pond will be constructed.
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 road improvement is reveals that the proposed_up?rade will route
the existin stream back to its natural channel The street improvements cannot be
accom lished without upgrading the existing culvert.
VIII. Mitigation
Page 9 of 12
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
httv (h2o. /strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed =A-of- , ruct`on. Pleas ttach
a separate sheet if more space is needed.
nr L-ce than 1 in feet al e the_
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding'the application process for the
NCWRP, check the NCWRP website at http•//h2o enr state nc us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 0 linear feet
Amount of buffer mitigation requested (square feet): 0 square feet
Page 10 of 12`'
Amount of Riparian wetland mitigation requested (acres): 0 acres
Amount of Non-riparian wetland mitigation requested (acres): 0 acres
Amount of Coastal wetland mitigation requested (acres): O .acres
IX.
X.
Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes a No ? NCDOT funds will be used for this project
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 ?
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified .within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes a 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.
Impact Required
Zone* fc,,,,;? fPPA Multiplier Mitigation
1 9000 3 0
2 6000 1.5 0
Total 15000 0
* Zone 1 extends out 30 feet perpendicular fr om ear bank of channel; Zone 2 extends an
J
additional 20 feet from the edge of Zone 1.
Page 11 of 12 ''
If buffer mitigation isrequired, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration ! Enhancement, Preser ration or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
No mitigation will be required for this project. Impact will be 150 feet or less.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Impervious acreage will be increased only in the existing NCDOT right-of-way. Please review
the attached lans.
MI. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Wastewater will not be generated by this proiect.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No a
is this an after-the-fact permit pplication?
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).
App 'c nt/Agent's Signature "Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12.
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0 Nii? I,<
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
March 29, 2004
DWQ # 04-0436
Edgecombe County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Town of Pinetops
Attn: Greg Bethea, Town Administrator
P O Drawer C
Pinetops, NC 27884
Subject Property: Second Street Widening
Dear Mr. Bethea:
On March 22, 2004 the Division of Water Quality (DWQ) was notified by receipt of your application regarding your plan to
fill wetlands or waters for the purpose of widening a road in Edgecombe County. Approval from DWQ is required to disturb
these areas. Please provide 7 copies of the following information and refer to the DWQ # listed above in your reply. Please
show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine your projects' compliance
with 15A NCAC 2H.0500.
1. The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were
requested. Please provide $275.00. This additional fee must be received before your application can be
reviewed.
2. 150 feet of compensatory stream and buffer mitigation is required for this project. Please provide a
compensatory mitigation plan. The plan must conform to the requirements in 15 A NCAC 2H .0500 and must
be appropriate to the type of impacts proposed.
3. Stormwater management will be required to address runoff from the new impervious surface in the buffer.
Please provide a copy of this stormwater plan.
Please telephone Mike Horan at 919-715-3404 if you have any questions or would require copies of our rules or procedural
materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H.0505(c). The processing time
for this application will begin when this information is received. If we do not hear from you by writing or by fax at (919)
733-6893 within three (3) weeks we will assume you no longer want to pursue the project and will consider it withdrawn.
Sincerely,
JRD/bs
R. Domey
M
Dater Quality Ce c tion Program
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Mark Russell, Mack Gay Associates, 1667 Woodruff Road, Rocky Mount, NC 27804
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)
Customer Service #: 1-877-623-6748
W1%-
M G MACK GAY ASSOCIATES, P.A.
J Consulting Engineers & Surveyors
A
April 8, 2004
WETLANDS / 401 GROUP
APR 14 2004
Mr. John Dorney WATER QUALITY SECTION
Water Quality Certification Program
Division of Water Quality
North Carolina Department of Environment and Natural Resources
1617 Mail Service Center
Raleigh, NC 27699-1617
Subject: DWQ Project No. 04-0436
Mr. Dorney:
Attached is the revised PCN application for the above project. The three
comments in your letter dated March 29, 2004 have been answered below.
1. The plan has been revised to less than 150 of total impact. The initial fee
should be sufficient based on this revised plan.
2. A compensatory mitigation plan should not be required since the plan has
been revised to less than 150 feet of total impact.
3. Mike Horan stated in a telephone conversation on 4/5/2004 that comment No.
3 did not apply to this plan.
If you should have any questions, please contact me at 252-446-3017.
Regards,
4,--7?
Mark A. Russell, PE
Civil Engineering Surveying •41-and Planning
1667 Woodruff Road • Rocky Mount, North Carolina 27804
[phone] Fax [phone]
Michael F. Easley, Governor
OF W ATF9 William G. Ross Jr., Secrqary
O? QG North Carolina Department of Environment acid lqatural Resources
r Alan Klimek, P.E., Director
> -1
O ? Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
March 29, 2004
DWQ # 04-0436
Edgecombe.County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Town of Pinetops
Attn: Greg Bethea, Town Administrator
P O Drawer C
Pinetops, NC 27884
Subject Property: Second Street Widening
Dear Mr. Bethea:
On March 22, 2004 the Division of Water Quality (DWQ) was notified by receipt of your application regarding your plan to
fill wetlands or waters for the purpose of widening a road in Edgecombe County. Approval from DWQ is required to disturb
these areas. Please provide 7 copies of the following information and refer to the DWQ # listed above in your reply. Please
show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine your projects' compliance
with 15A NCAC 2H.0500-
1 . The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were
requested. Please provide $275.00. This additional fee must be received before your application can be
reviewed.
2. 150 feet of compensatory stream and buffer mitigation is required for this project. Please provide a
compensatory mitigation plan. The plan must conform to the requirements in 15 A NCAC 2H .0500 and must
be appropriate to the type of impacts proposed.
3. Stormwater management will be required to address runoff from the new impervious surface in the buffer.
Please provide a copy of this stormwater plan.
Please telephone Mike Horan at 919-715-3404 if you have any questions or would require copies of our rules or procedural
materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H.0505(c). The processing time
for this application will begin when this information is received. If we do not hear from you by writing or by fax at (919)
733-6893 within three (3) weeks we will assume you no longer want to pursue the project and will consider it withdrawn.
Sincerely,
JRD/bs
.
orney
Quality Ce ' tc tion Program
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy .
Mark Russell, Mack Gay Associates, 1667 Woodruff Road, Rocky Mount, NC 27804
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•/lh2o enr.state.nc.ustncwetlands)
A
Office Use Only:
USACE Action ID No.
(If any partici
1. Processing
Form Version May 2002
DWQ No.
item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Check all of the approval(s) requested for this egt:
Riparian or Watershed Buffer Rules
Section 404 Permit ?
Section 10 Permit F-1 Isolated Wetland Permit from DWQ
?
? 401 Water Quality Certification
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 (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: []
H. Applicant Information
1. Owner/Applicant information
Name: Town of Pineto s -Gre Bethea - Town Administrator
Mailing Address: _P-0. Drawer C Pineto s NC 27884
Telephone Number: 252-827-4435 Fax Number: 252-827-2806
E-mail Address: into s earthlink.net
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Mark A. Russell PE
i
Company Affiliation: Mack Gay Associates. P.A.
Mailing Address: 1667 Woodruff Road
Rock Mount NC 27804
Telephone Number: 252-446-3017 Fax Number: 252-446-7715
E-mail Address: market a a earthlink.net
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Town of Pineto s -Second Street Widening Project
2. T.I.P. Project Number or State Project Number (NCDOT Only):
ght-of--way
3. Property Identification Number (Tax PIN): Property located in NCDOT ri
4. Location
County: Edgecombe Nearest Town: Located in Pinetops town limits
Subdivision name (include phase/lot number): Second Street in NCDOT right-of--way
Directions to site (include road numbers, landmarks, etc.): From Raleigh NC - Take US 64
East to US 264, take US 264 to Wilson NC exit on US 42 East take US 42 East to Pinetops.
Turn right on to Second Street location is a roximatel 2000 feet from intersection.
5. Site coordinates, if available (UTM or Lat/Long): -7-7 ° 3 B L S " 3S ?y -
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): Street widening within NCDOT riht-of-wa.
7. Nearest body of water (stream/river/sound/ocean/lake): Mill Creek
8. River Basin: Tar-Pam
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admiWmaps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Second Street in Pineto s residential on east side of
Second Street. Vacant land on west side of Second Street.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
The ro osed ro'ect will increase the width of Second Street from a two-lane road to -a three
Lane section. Curb and utter will be added to both sides of the street. A sidewalk will be
Added to the east side of the street The existing 36-inch rcp will be replaced with a 48-inch
RCP The alignment of the existing UT will be changed back to its original routing.
A track hoe excavator will be used to install the new culvert. Earthmoving equipment will be
used to construct the road.
11. Explain the purpose of the proposed work:
The u ose of the ro osed work will be to widen the existin street and to re lace the
existing culvert.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
This ro'ect has no rior histo
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.
There are no other ermits antici ated for this ro'ect.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
Page 7 of 12 w
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
One area of impact is reAuested for this permit. This area of impact is to widen the existing
street and to u grade the existing culvert.
2. Individually list wetland impacts below: No wetlands will be impacted with this project.
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
'indicate on map) (acres (es/no linear feet

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htttn-//%%ww.fema.eov.
List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0 acres
Total area of wetland impact proposed: 0 acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of F verage Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
.,?T f.-#-t) efore Tmpact please specifj
indicate on ma --- ---
No. 1 Culvert 150 UT to Mill Creek 10-15 feet Perennial
k List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated np-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 1-800-358-96616, or onli court
www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g.,
www.ma2g11 t.com, etc.).
Page 8 of 12
Cumulative impacts (linear distance in feet) to all streams on site: 150 feet
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: No impacts to open waters
Area of Type of Waterbody
Open Water Impact Name of Waterbody
Site Number Type of Impact* Impact (lake, pond, estuary, sound,
(if applicable) ba ocean, etc.
indicate on tna) (acres
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredgin4
flooding, drainage, bulkheads, etc.
5. Pond Creation No pond will be constructed.
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. ? Wetlands
Pond to be created in (check all that apply): ? uplands ? stream
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 road improvement plans reveals that the proposed upgrade will route
the existing stream back to its natural channel The street improvements cannot be
accom lished without u adin the existing culvert.
VIII. Mitigation
Page 9 of 12
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
h :/(h2o.enr.state.nc.us/ncwetlands/stnngide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No mitigation will be required because the impact is equal or less than 150 feet alon& the
Stream bank.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http•//h2o eiu.state.nc.us/wm/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 0 linear feet
Amount of buffer mitigation requested (square feet): 0 square feet
Page 10 of 121-f
Amount of Riparian wetland mitigation requested (acres): 0 acres
Amount of Non-riparian wetland mitigation requested (acres): __Q acres
Amount of Coastal wetland mitigation requested (acres): 0 acres
`IX.- Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes a No F-1 NCDOT funds will be used for this project
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NBPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No [?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A 'NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes & No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone*
Multiplier
1 9000 3
2 6000 1.5 0
Total 15000 0
* 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.
No miti ation will be re uired for this project. _Impact will be 150 feet or less.
M. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Impervious acreage will be increased only in the existing NCDOT right-of-way. Please review
the attached plans.
XH. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Wastewater will not be generated by this project.
NM. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No a
Is this an after-the-fact permit application?
Yes ? No t?r
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).
/8.
App is nt/Agent's Signature "Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12 4

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Office Use Only: MAR L 2004 Form Version May 2002
oft
'rb6very?aF E s 1 .
USACE Action ID No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this prr :
? Section 404 Permit Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Town of Pinetops -Greg Bethea - Town Administrator
Mailing Address: P.O. Drawer C, Pinetops, NC 27884
Telephone Number: 252-827-4435 Fax Number: 252-827-2806
E-mail Address: pinetopa earthlink.net
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Mark A. Russell PE
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: markmgapa(,earthlink.net
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Town of Pinetops - Second Street Widening Project
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): Property located in NCDOT right-of-way
4. Location
County: Edgecombe Nearest Town: Located in Pinetops town limits
Subdivision name (include phase/lot number): Second Street in NCDOT right-of-way
Directions to site (include road numbers, landmarks, etc.): From Raleigh, NC - Take US 64
East to US 264, take US 264 to Wilson, NC, exit on US 42 East, take US 42 East to Pinetops,
Turn right on to Second Street, location is approximately 2000 feet from intersection.
5. Site coordinates, if available (UTM or Lat/Long): 77 ° 3 8 i 2 3 .00, " ° 5, 7 ' D Y "
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): Street widening within NCDOT right-of-way.
7. Nearest body of water (stream/river/sound/ocean/lake): Mill Creek
8. River Basin:-Tar-Pam
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Second Street in Pinetops, residential on east side of
Second Street. Vacant land on west side of Second Street.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
The proposed project will increase the width of Second Street from a two-lane road to a three
Lane section. Curb and nutter will be added to both sides of the street. A sidewalk will be
Added to the east side of the street. The existing 36-inch rcp will be replaced with a 48-inch
RCP. The alignment of the existing UT will be changed back to its original routing.
A track hoe excavator will be used to install the new culvert. Earthmoving equipment will be
used to construct the road.
11. Explain the purpose of the proposed work:
The purpose of the proposed work will be to widen the existing street and to replace the
existing culvert.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
This project has no prior history.
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.
There are no other permits anticipated for this project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
Page 7 of 12
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
One area of impact is requested for this permit. This area of impact is to widen the existing
street and to upgrade the existing culvert.
2. Individually list wetland impacts below: No wetlands will be impacted with this project.
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 dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0 acres
Total area of wetland impact proposed: 0 acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif
No. 1 Culvert 150 UT to Mill Creek 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.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mal)guest.com, etc.).
Page 8 of 12
Cumulative impacts (linear distance in feet) to all streams on site: 150 feet
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: No impacts to open waters
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 No pond will be constructed.
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 road improvement plans reveals that the proposed uperade will route
the existing stream back to its natural channel. The street improvements cannot be
accomplished without upgrading the existing culvert.
VIII. Mitigation
Page 9 of 12
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No mitigation will be required because the impact is equal or less than 150 feet along the
Stream bank.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 0 linear feet
Amount of buffer mitigation requested (square feet): 0 square feet
Page 10 of 12
Amount of Riparian wetland mitigation requested (acres): 0 acres
Amount of Non-riparian wetland mitigation requested (acres): 0 acres
Amount of Coastal wetland mitigation requested (acres): 0 acres
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes []' No ? NCDOT funds will be used for this project
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify, )?
Yes []r 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.
Z,one* Impact
(square feet Multiplier Required
Mitigation
1 9000 3 0
2 6000 1.5 0
Total 15000 0
* 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.
No mitigation will be required for this project. Impact will be 150 feet or less.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Impervious acreage will be increased only in the existing NCDOT right-of-way. Please review
the attached plans.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Wastewater will not be generated by this project.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No [T
Is this an after-the-fact permit pplication?
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).
(Agent's
Agent's Signature "Date
is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

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r
DWQ# Date Who Reviewed:
Plan Detail Incomplete 0-
F1 Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
. Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation
? . lease provide a compensatory mitigation plan. The \
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
A Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
4 Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
i, Article Addressed to: 55 vctl
Town of Pinetops
P O Drawer C
Pinetops, NC 27884
DWQ# 04-0436 - Edgecombe
A. Si ature4
X ? Agent
? Addressee
Received by ynted Name) .t Delive
Wei-of 2 21
D. Is delivery address different from item. 1? ? Yes
If YES, enter delivery address below: ? No
3. Service Type
0 Certified Mail ? Express Mail
? Regist@red Pk Return Receipt for MerchandirA
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Eon Fee) ? yes
.
. "u"'?` 7001 2510 0006 3167 5800
UNITED STATES POSTAL SERVICE First-Class Mail
Postage & Fees Paid
USPS
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
I Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
3
ioAm f3 i 3$i E 1t i333 !* F1 i i3 3 3 3133` 33 3 Y 33531.9
. Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you:
¦ Attach this card to the back of the malpiece,
or on the front if space,permits.
1. Article Addressed to:
Town of Pinetops
P O Drawer C
Pinetops, NC 27884
DWQ# 04-0436 - ]Edgecombe
O Agent
,13 Addresse
D. Isdelivery address different from item 1113 Yes
If YES, enter delivery address below: ?. No
3. L_qrvIce Type
Certified Mail ? Express Mail
[[[[[[jjjjjj Registered Retum Receipt for Merchandis
? Insured Mail -C.O.D.
4. Restricted Deliver/? (Extra Fee) Q yes
2. Artide Number
(Iiansfed from sevios laW 7 002 2 410 0 0 0 3 02? 5 4? 42
Ps Form 3811, August 2001 Domestic Retum Receipt 1
UNITED STATES POSTAL SERVICE

First-Class Mail
Postage & Fees Paid
USPS
Permit No. G-10
Sender: Please print your name, address, and ZIP+4 in this box'
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
j Raleigh, NC 27604
I

si? r ?t a s ` 3ts? tt? ? t tttti i
G# I411.1 41 I tella.aJ!1
! s ,
DWQ# 6 y" b u 3(P Date 3• a 3 d 1/ Who Reviewed: 4&4414-
Plan Detail Incomplete „r
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
A The application was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation Ij.(v eA V f yN 1 1?4Ab &
[x- v of compensatory tigation is required for this projects. Please provide a compensatory mitigation plan. The
plan must conform to the requirem fnts'Tn 15A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.

r
MWASOMM? Al
CK.1
MACK GAY ASSOCIATES, P.A.
North Carolina Division of Water Qualtiy
Date Type Reference
03/19/2004 Bill Pinetops-2nd Street
?a
Wei
4372
3/19/2004
Original Amt. Balance Due Discount Payment
200.00 200.00 200.00
Check Amount 200.00
l
CK. NO.
DATE
Southern Bank Town of Pinctops - 2nd Street Widening Project - PCN
MACK GAY ASSOCIATES, P.A.
North Carolina Division of Water Qualtiy
Date Type Reference
03/19/2004 Bill Pinetops-2nd Street
3/19/2004
Original Amt. Balance Due Discount
200.00 200.00
Check Amount
ETLA - - -
MAR 2 2 [004
ilk Ell tsih'PSLi ; -
200.00
43
Payment
200.00
200.00
Southern Bank Town of Pinetops - 2nd Street Widening Project - PCN 200.00
R7©
=i1 4h,
• , • Rip-rap outlet protection----__t~ Tar-Pamlico Stream Impocl
Tar-Pamllco Riparlon-? ~ Class B Stone. LA=20'. 11 Buffer 4M~1?4': DSO~i2 rThickneae• Proposed 120 L.F. 48" RCP ¦ 2' 9 20 Outlet Protection w. Out 48" ~ ~ ' ' ' ' ' ' ' Construciion Eoch End of PI e~ ' ~ ~ ~ '
Pro. Catch Bosrtr - TW 1lx _ ' '+22",........., RCP 78.1 Out 48~> ; 1 • t • Existih • Ditch to ha Filled ~ NCOOT Std. 840.02 ' 89,~ -8) 1 J+ ~ ..~.~.~..•.i...~ ........•Invert. . 5' D '8.13 ' ' y'`~,% . ~ g3=:.~.~.~((~R) iolal Impocl Length = 150' • • • • • ~ • • • • ~ • • ~ • • • • ~ • • Tor-Pomlico Riparian , ' / fix, Sign . ~ Buffer ¦
TC 0 CB 89.97 11• ' ' Invert ' • 79.30 • • • overt Out .65 Exleiing IAN X79 11`" az { ~o `..a 82.75 83-< • . ? , y .
C ~Rkn 86.38 1k Ex. 15' RCP Invert 'N•'I• cn ~ ~ 2 - ~ I I ~ ~ CL Inv. 78.16 110 (T8R) i ~ . ...•.•.,.••83.50. 1 F>~ 2`<`; - - ~ ~ I I . ~ ~
.l. ..1.. - - . _ _ x 9~ I- t i I I ~ 19+69.77
- ____-a5---_-\~ I I ~ N ~ IU+2(90 _ I I f._ a ~
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I w = r.:_ ,nom 1 .x {iBR .,1 ~1.. ~-'1 - I , I ~rou«« ~ «.yw_~35 ~ _ 1 1 I I "lnverk t Invert I ti,,,..8432 l 1 f Ex. §,S. k' +e ;.....__,...w_~ s Invert , I ITDR~ { Invari ~ . 85. I r 5. I _ I - _
k 88-•~..~, Z7 X88 al ij 84.54 I f ~ x. Signs 79 2S o ~ ~ 87.12 'la I 87.03 ~ w.;, ~ ~ ' ~ I ~ 1 I -66 , ~ J _J_
_TL>~--~-----____-__»-~_~_____~.....~~~.~M.~.,,. ..1 w_ _R~... ~ f _ , E>uet~9 uH n~ , 0 ' " '~t~ 7a/ kM I`~1 Rkn 85.40 . _ _ _ Iq~ CI. Inv. 78.92 I Ewstq~q UH pes ro. otch assn ~ N Rkn 85.40 ~ S~O'f Std. 840.02 - .-2;_ In ~ ~
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~ - ~ / / P~ ~ µf hE_. ' ro. tch ash '~7
~ . " removed / W~/ E removed ~ u; Box.3'x3'-4' / aiQ~ sta. e4o.a2 ; C 00 I ru`o°ce ~5;ss / 0 p ~ X
-1 tC.+6 c8 6'9.97 .eeT'. - i I Invert In 86.24 / f ~o. ~I-. f Q ll; ~ g In eo.e9 Aa n. ~ ~ N Q
_ _ - ~ _ _..a+ _ _ I ~ tL _ _ _ _ x.._ -n5-_ _,r 6~- U Q I\ -es _ _
Ex4thp Iltl Exlstin ldH~ 1 / f ~ _g6.__ _ ~ ._Rim 86:48- .Rim 118..45-- I ~ ~ I f ~W -------EX1Y-----~-fXW EXW EXW-fXW~~W Z I -
~ ' R(X' O 1 0% , .:r83"' _ X87- ' 11 _ TC / ` Arm i , CL ~v. '10,92 .-Bbt.. Ci. Inv. 8i.4A f I Ex. SI9n -35~ Inverk :•.~•8 Incl. FMS ~~:;~ne f 3.5.'tine / 80.47 ....,.c... - - _.._.86. - ------as--
,r ' O , G , 85~ _ ----85. ~ -------85--_. _
xW - _ 7--- _ _ _ - --~D - ~ - - - - - ' - ~ XW - - -84 fi Q ~
- t . ``-88~ _-......_y._ g5---- --84---_-__- PP 83-----G -----63--f~ ~ - __-62==~--- B4
rp. invert - _-_.:r,._.._.._.._.._.._.._.._.._.. . .•,-~-:rr:^;= ~ % 7ti~~1/Iii ~I[i . B3Y, ~ x, Invert 36' ' - - - - --8q- --------------------85---- ~ _ 8 L.F. 30' RCP 0 1.0X ~ ~ ~ ' -
I _ _ _ - • 4t r •(nlet roteotla~ 86 00 ~ ~ . p of ~ ~ i / l ij CHIP 79.81 . i n is I lJil . Sift Fence, Typical ~ r . _ _ _ . ~ Q ~ Invert Out 30' RCP 60.73 ~ O ~
Silt Fence, Typical ~ S It Fe ce, Typ a Tor-Pamlico Scream Impact , , , • , • • ' ' Uess'B Stone~'LA+9'; l,~i./rr[ pro. Inv. in 48" • Pro oeed 120 L.F. 48' RCP • • .•W-~',058~Jl.JbISWiei~s. fl. Ia ~[ii'.. 1 Regrade ditch to 20'p0utlet Protectkn -?Tar-Pomlico Rlparlan .=2Q° • , • • . • • • • yf/ ••li l~ci.ll.. ' ' 'RCP 79.81 • • • • • • • • • • • • • • Rip-rap outlet protection tT Q Q ~
prodde positlw Buffer • kh.. rry I id ' . draino e. 5' Construction Each End of Pipe • • , , • , • , • . • • • . , . , • : • ~ • ~ li ~p7;' • , , • • • • • , • • • • • • •Tor-Pamlico Riporian-~ pose B Stone, u=18', ~ Z N W-24', D50=12',Thickneas ~ u ,22» LL.~
9 Total Impact Length = 150' r yr~l• • . • • • • • • • • •••Buffer'• • • . • • • . ..ll~ • rNm~'!
~ Z C cD O
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0
DATE: Jan. 22, 2004
0
REVISIONS
a
FILE: P030111 KF
n Vicinity Mop - Not to Scole 0 a
0 0 Sheet 4 of 7

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- 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 1+00 7 8+00 9+00 10+00 11+00 12+00 13+00 14+00 +00
IN E RA A RM T Dalton En ineerin
PROFILE VIEW SCALES: - FOR JOHNSTON COUNTY N.C. ~N
~ ~ and Associates P. A. .,1, , ,
1" = 50' HOR ena n~nrnv r*oneei~i~ ~ti•.2:
rtvr?uvvr+ ~ vrw~aii~v OWNER; SEAL 446 East Main Street [phone]
1" =10' VER .
SON-LAN DEVELOPMENT CO. INC 16282 P.O. Box 426 Fax [phone]
~ ClaYton NC 27520 5160 HWY 42 WEST tiG1NEEQ' : ;'4 0
GARNER NC 27529 - Q T. DP Job: 04009 Date: 2/24/04 Revision:
File: RCP01001 Drawn: DBL Sheet: 1 OF 1

M
Rip-rap outlet protaciion Tor-Pomlko Stream Impact Proposed 115 L.F. 48" RCP ~
Tor-Pamlico Ri arian~ Class A Stone, 1A=20', P W=24', DSO=18",Thickness ~9'~,,!~ 20 Outlet Protection Out • Construction Each End of Plpe 0 , 15 sot Fences'
Pro. Catch Basin - ~ I Buffer =24^ Pro. Inv. Out 48" , % 0. '-gg~ TW 87 AA ~ - ~ a Invert ~ ~ Existin Ditch la be Filled RCP 78.20 NCDOT Std. B4 D2 ~ Ex. Alonhole 1 AA ± i o•~ I 79.30 , , .-8~ (TgR) Total Impact Length = 145' / Tar-Pamlico Riparian ~ Ex. Sign Buffer yam' ¦
TC 0 CB 89.97 Check Dam 13 Station 0+0000\ \~•s o ~ I ~o I ~ Invert ;-t~5 g3, ~ ~ , .I 6.65 ~ 9 • I 82.75 _ _ , Invert Out 8 TC Pp YRim 86.38 \\a Ex. 15" RCP v~ Invert ~ I a - 1~ ~ _ ••i ~ ~ 1 ~ rl ~ TW ~ Existing Force klaln ~ ~
c' ~ 1 TBR i iv 63.50 ro I (TBR) i ~ ~ ~ 1~' ~e~ ~61.8?_, _ y; b,~r I I ~ oCL Inv. 76.09 ( 1 e , . ~ ~ . ~ 0, , - _ 1 I ~ - L.._.J_ r ~ ' i I 0 ~
r" II I ~ + ` ~ ~a.w~_~~sr ~~a"tt ~.+.F._,Yr a.~.f~!w.w7.,"uRy,r...r ".r"«. e+++w w. .F.~W " - ( ~i I I ~ ~ ~
~ _p _ ~ _ - - - _ - - _ ;,:,t J ~.r • Ex. Manhole iN2 ~ _
_ _ _ . n _ . .~F~ - - _ M ~ x • ..gfi. I Inverk I • d ~ _ Ex. S.St.Zine _ Station 2tDS95-B~ - ` ~ " ~ _ . .~..^'-'--~1. M. T Rlm 85.40 s~~ _.._._..-.._..J/ t Z
_ . ~ 4 E$. 15 RCP a.=...,.. h rt I {TBR I 84 2 I t ( - - - ~ . t l ) i Ye "1tlvlrt. ~ Invert ' 90•. - _ ( / _ _ _ Invert TBR Invert ' 0527 I T"" I i I I ( >rx. ~.5. L' Inv@ri I 1 Check: ~ I 1 ' -88~--• _ , > ; 85.04 84,54 I _ " . _ _ _ ~ ` _ l / Ex. Sk,~s 13 - Fx. $.8, in ~ CL Inv. 78.92 A h. - d- 13 Check Dam 86 / l
a 87.12 1•, I 8103 I ~ II { ~ ~fi i ( 79;25 ___..W.:W_ _ _ w T.._....__~ ~w- .~_m1..___ -----------------------1----------• ~ ro. otch assn N
~ 0 GOOT Std. 840.02 ' - _ - (A
I ~ IW~ I ( ,Qr~X TC O'Ct36596_,. ! . - ° _gG-- ___87,___ ~ ~ uwrt E3at~81:29 S0' To er ~ ~ N Sb^--..... _ - _ ~
~ , / ^~7 x. 24" R'CP to be 61ock and ~tavei ' ra. tch askr Ex: Js Ck1P to he ~ p,0 E ~ir4et:Protection 12 NCUtlT 51d. 94p.02 ~ I~ removed /7~v/ removed lock qnd Otov91 ~ Y ~ det~Proteclion 1~ a ro; etc aakt
r , 'v Box 3'x3'-4" t 1 I yd-` " :J TC 0' GB 8997 Exlst!A ?aH I€84 1 _ Exieting' kIF1 X81 / ( o, : I COOT $td. 84062 i ~ U ~ TC O CB 85.96 ~ ~ Q ~ X ~i
Invert Tn 96.24 Rim 45 I I H't"_ Rim 86.45 ~ Qt 1 nwH In 80,69 As h. ~ - N Q
1 - ` ' ~ CL iriv. 7992 r I1 CL inv. 81,49 I - - - - - _ / / _ _ _ - -~s.. 2 'TC I - / ~e 1 Iw. _ - ~....r _.W.~ .__-----------B7--------- Q - - - x~ T. 86....x_»_ ~ ' --86---
W xw" xw --tY4"- " ~x w_ W_.- RW E --fzw --~--~-=Ex w YI ----~xw InYerk' ~--~----~zW XW XW 'XW - EX4Y-°-----~~KW EXW EXW---EXW=EXW z 86--_ ~ - Q J ~
RCA " 1.0% I . 6 ~ Ex: SI9n 5S, I L' ~:<E3~ I~~ Etc. ~;~~ina ' r, fix. B.5 Une / ~ 80.47 _ _ ~ -------E3~--------------- - - - ~ _.._.._-_.-_..~r__________ - -as- - J ~ I~
_ ~ o ,85. r, o ------85--_ ' -~84-----___ - Q
_ _ ~ ~ ~w~ ssr~~or. ~ !!ems ~~~r•~ ~aL~~ ~ ~ s--- rani i~ ~r ~ ~ss~elc~._ ~~~i?!F± ~ V.. ~
-g - --t` ~ - - ~ _ S d3 _J~ 8,, 85 _ - 84.---- _ ~ _ . 0 ~ _n. - - - - ~ _ ' ~r93-" J ec- em 1 ~ / ~ +-Check Dam 13 83 x,_82 - - - - t - - - - - - - - _ ..r. - - - - __-84-' ----------BS-- - - - - a.._.._.._.._.._.._.._.._.._ _ . ~ _
- - 84.._ _ r Invert L 83 r ~ / a~ ~ ~ ~p ...-.c00/! / ~ / / Ex. Invert 36" J5R Grade 6L.F.30`RCP0I.OS - _ _ _ - ~ ~ F- n
Silt Fence teal 86100 Sllt Fence, Typical / +Rip-rap inlet protection CMP 79.81 Regrade ditch Gam proposed 30" RC YP 15 ~ / l . / Silt Fens a Tar-Pamlico Stream Im act Class B Stone, LA=5', ! / to proposed 8 RCP Invert Out 30" RCP 60.73 Silt Fence, Typical ~ p ~ N ~ p to
Ri Ro Outlet Pro ction i Check Dam P y' / / l o/,r i Pro. Inv. In 48" P- P 13 Pro osed 115 L.F. 48" RCP W=5', 050=12",Thickness / LA - 12' 1 Re rode ditch to P -+-Tar-Pamlk:o R anon 0• / / RCP 79.81 9 20' Outlet Protection ~ =22" / EN / o ~f~~~~N Q Stonn Drainage Crossing Rip-rop outlet protection ~ ~ Z N pass B Stone, LA-18',
W - 15' provide poaNly° 5' Construction Each End of Pipe Buffer ~+'r / ~ //,c ~ 050 - 18" drainage. Total Im act Len th = 145' ~ ~//~~•o Tar-Pamlico Riparian W=24', D50=12",Thickness u =22" W
Min. Thickness - 24" P 9 %i~ / ///m'/I 15 Silt fence Bufler ~ W ~ Z
~ ~ O
~
W - C J
0 W
90
90
_

~ _ _ _
- - _ - 88
88 Proposed TC ~ '1.589'
Existing Ground Existing Ground
- _ _ - - - - L ~ - - - _ - - _ - - - -
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86 -a.41~ t
I - - - _ _ - i
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- _ - - - - - --1 ~ ~ I - I I ~ II II
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11 /1~ < --~cr<.. ~ - - - -
L- - - - -
- _ ~ f _ _ - _ - - / V
78
- - - - - - Is~stl
- - - cq - - m pp, ~
76 _ a a a' N
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m ~ ~ ~ ~ tb ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
19+20 40 16+80 17+20 17+60 18+00 18+40 18+80 16+00 16+ 21+20 21+so L 00 20+ao 20+80 9+20 ~9+so 20+ 1
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a/ ~ ey~st. w
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a
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ps ~ ~ eet a
own ~i ~ ' nJrf ~ „ ~
ie
~ ryry ~ SCALE: Horz. 1" = 20'
~ m ~ . . „
Vert. 1 2
~a \
DATE: Jan. 22, 2004
REVISIONS
FILE: P030111 KF
M Vicinity Map - Not to Scale a
Sheet 4 of 13

• . • • Rip-rap ou8et protection-•~,•1 n----_y -Tor-Pamlico Stream Impact
µ Tar-Pamlico Riparian-~ ' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • pass B Stone, LA=20', 11 Buffer ' 4rMi4'r DSp.g2"rThidineae. . Proposed 120 L.F. 48' RCP ae• `k' , : g 20' Outlet Protection ~ / ~
Pro. Catch Basin - 11x ' '+27' . ' Pro. Inv, Out 48" , NCOOT Std. 840.02 ~8g` _ ~ -87 Y , , , • , - ' Invert ~ ' ' ' ' ' 'RCP 7&13 ' ' Inv. Out 48~ • • • • • •5• Conatruciion Each End of Pipe • 7&13 ' ' ; yg}-; , TaR Total Impaci Length = 150' • • • • • • • • • • • • • • • • • • • • • Tor-Pamlico Popanan
TC6C689.97 11'n •••••••i••o~.~l•••••••• •79.30 TExisiin Ditch to beFllled••• > Exiatin AIN 79 ~ . J',•~',Invert - { i~' nvert Out .85 9 \1 u ~ t . °o ....s ; 83~ : : ~ ~ ~ Ex. Sidn . Huffer ~ ~ ~
TC pp Y Rim 88.38 Ili, Ex. 15" RCP Invert .I. G ~82.T5 r.•.: : ~,1 • I I ~ t CL Inv. 78,18 1 a (TBR) i ~ . .83.h0 , u>. 1 • • ITBR~I.. a : a : .BP. •r. i.^ '?.i e~ ~f~ :yy• •.`84.x, i' ~ In
_ 1- ~ _ ~ I I ~ ~ 19+69.17 ____-85---__. ~ 0`0 I I ~ ~ ~
,r. _ ~ _
_ _ _ w ~ _ .gN .{.._..._.al.iw.» - _ _ _ . - _ - 88~,,..:.. I 1nVMt :aw_.~•.... -
I 84.32 I ' rr _ _ ..~..:w~,...--.. x, S.S. Lln A h. _ -
I x{TBR Invert ~ 85.37 1 f` II I Invert I I I / E~t.a ~t ?a K Invert - ' 9a----...~ ,'850411 84.54 I / x Signs Invert ° 87.11 1. I 87.43 _ 1 8i... L _ 1. . h4 J
_ ~ L _-_..T..~..___ II r .._-t_ -S__-_____ __---_i____-,_- ~ / M-- 79..5 1 o .-,r I I e,aat~p aN j . ______m -_T-_- Edathp UH /189 rp, etch osin - O
Ml~" - /Q . M Rkn 45.40 - GL Inv. 78.92 Rkn 85.40 a: g14T Sid. 849:02 . - _..~6-~' ~ _ In ~ ~ - - GI. Inv. 78.92 TGr® CQ ~p5.96 ~ ~
Pro. Catch asin ~ . P~ * , - - - - _....:s-^_^~~.. _ _ _ - ~ a~1~14urli6P~er be ~,..m . . t-. overt filut'8t.29 ~ ~ ~ ~
u Box 3'x3'-4" 13 removed / t~/ E removed NG[1QT sta. e4o 02 ' C pp
~8V`.., ,C~`~ 4 / / ~p~ j~u ~ TC p C8 89,97 / ki+rort In 8b.24 y ~ / c• TCi Q CA :85.96 i ~ ~ X ~ Invert In 80.89 A . h• ~ ~ ~ Q
------~~u___..«.»-_.,_..~._-,.._-_____...,..M«_..--II - _ _ - T _ II $ _ ..M_...._ 1 - - - ~ ~
_r " Exlutln9 ~ Exictut tIN ~1 / / _ . ~ . µr`. _ _ _ _cF / r ~ --as------- a7 q EXW _ _ _ _ _ _ _ EXNrr~---~•~~fW E1fW Ezw{zw-~zw ~ ~ Z I~
~ RCP ~ 1,0% , Oa~`' y -E7-- _ . - Airrr$848- II Ring, 45--.-- _ 7C ~ / / o .r89"'" _^Incl. fne I CL Inv, 79.92 Ear35 Line d. Inv 41.49 / Ex. Sign , _5t, Invert 1 86 C Q - ~ ¢+24.71 1ry1 O
_w- 7 ~ _ . ~ ._s - - - - - - - - - -85- _ _ - --86--
. -e-- - _ - - - o • _ - - - - - _ XW o _~85' - -85-__, ' _ _ -84-- _
' ` -85 84---- t/~ ---83- ~~.7ptl~~.S-- L - -6~=-- ~ ~ _ _ i_L. (~1 - - ~..c -_r..«..~..~...~..~.. .~~T n~..99..._.._.._.. (n LL ~
_ 5 4- - - $2 1' ~ X64-.- -•83~---- - -i$j~-BP~_ - s~ . . . gy_____ rp Invert • - .:a.._.._ _ - - _ - - . ~ - _ _ _ y~ ~ l! . ~:-~g-°r::= n _ 3P--- _ - -85- - - - _ -_~_--64"""' - - - - - - - - i' ..~=._..~~r_~.._ a.._. _ _ _ _
~1~ ....,.r..._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._ •e/ .i,, l7/i~ [i ~x. Invert 36' m Rlprrop•iAlet•proteotba• • • •S jl. r li !1~'.. s L.F. 30' Ra> o toz Silt Fence, Typical . - - - - _ . r . . . _ _ - - • N ~ H ~
Sflt Fence T Icpl a Silt Fence, Typical Tar-Pamlico tr lm a • • • • • • • • • • • , • ~ "lJii [7;/. , ' CuP 79.81 • • . • , • • • . • • • • • • • • • • , yP Seam pet ' Gosa'B Stone, 'LA 5; ' / P r Invert Out 30" RCP 80.73 C O ~ N
11 Re ade dtch fo Proposed 120 L.F. 48" RCP ,•W;a;,•05b=]'1".~bICINOSS.• hJl.. l~'!'[[~~.[~[ii'.'..•. ra. Inv. In 48' ~ 20' Outlet Protecton -Tar Pamlico Rlporian ,=22"• • • • • • • • • • • • . f [ 1 ~O~[./l.. 'RCP 79.81 proNde poafiiw BuNer , ' ur i l,~ r . Rp-rap outlet pro=tection ~ O Q ~ Gase B Stone, LA 18', Z N
drolnoga. 5' Construction Each End of Pfpe • • • • • ' ' • ' • ' ' ' • • • • • • • • • • • ru / • ~~ry~ v~rrr ~i? f • • • • • • • • • • • • • • • • • Tar-Pamlico Riparian-~ Total Impact Lengfh = 150' , ./v~ h ' iN~~'!r• Buffer'....... , . . y1=24', D50=12',Thicknese ~ ~ u .22" w
~ W
~ ~ Z ~ ~ ~
t-- - - _ - - ~ it
N W - - ~ J
- - - 0 W
- _ JV _ . _ _ _ _ _ - _ _ _ _ - _ - - _ _ _ _ _ U - - - _ - - - - - - _ 90
_
_ _ -__~a.
r . - - - 88
88 - - - ~ _ _ _ Pro osed TC -i.g - _ - - - 89'

Existing Ground Existing Ground

86 - - - - - - - - _ - - -0,41 -0,41 86
t
t
t -
- - - - 1 j-- - 1 I I - - -
84 _ _ _ - - _ - 1----- 1 ~ I - - - 84
I
- - 1
- - ,
I - 1
82 . , 1
~ 1 - - 82
1/ ~`.1
I - - - _ _ - - - _ . - - I ~ ~ 1 _ - - - ~ -
- - 41 1~_t r> I _ TI- F _
11--- t I t - - - - ~ - 11 1 t n tt - - tr-tr . - - - -
80 i - - I 1 I t\ I I 11 80
i~ lid
, ~ _ - - - ` - - - 1` ` ~ 1t % ~ _ - - -
I \ _ - _ - - 1 f
- V ~ I - -
- - - - _ 78
76 - - - - - - .a
ao m 76 aaU pp KN
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a
DATE: Jan. 22, 2004
0 a REVISIONS
Vicinity Map - Not to Sdale a
FILE: P030111 KF
a n`
i Sheet 4 of 7

Rip-rap outlet protection
,t Tor-Pamlico Riparian-? . , Cless B Stone, LA=20', Tai -Pomlico Sireom Impact ' : ' Proposed 115 L.F. 48" RCP . r ~ - a ' OuBet Protection ' ' ' ' ' ~ ~ ~
11 8uffu ~4h24'; D50~i2"rThitkneae• • • i Pro. Catch Basin _ Ilx •'+42"........ Pro. Inv.~Out 46" Out 46' ~1' ~ ~ ' ' ' ' ' ' ' ' 9~ Conatrucilon Each End of Pipe• ~ • ~ ~ • • • ~ ~ ~ • ~ ~ ~ ~ ~ • ~ •
NCDOT Std. 84O.D2 B9' TW 87 11'~ ~ ~ . I , Invert . ~ Existin Ditch to ba Filled • ' ' • RCP 76.20 ;T TC ®CB 89.97 Existing AIH X79 111' ~ • •j~ •00• •1• Invert •79.30 j_ sj.` k~ , c. • y' , • • TgR) Total Impoct Length = 145' • Tor-Pomlico Riparion ~ z:~'y. Ex. Sign Buffer ~ •r. .....r 5
Invert Out 86,65 1 ~ ' ' ' c? ' ' % = _ _ , , TC Pp ~ RIm 86.38 Ilr Ex. 15" RCP u ~ ' ' ' ' Invert • I• L 82.75 r ~ _ ~ ~ I I ° ~ CL Inv. 78.16 1p (TBft) ~ i~ ....•..••8350. i ' • (T8R).L . a L`,.. ~ . r:, '~i9^ R,n i%
.I. ..L. ter' .1gt-~. ~Le....~..~.. Ems.. .,.~..n' r.:t~t<•. ~1,~';~s• :L: ~ .dp..~~~- i - •ll. ~..L.._.l_ t•- f ~ ~ I 1 p ~
_ - _ - , _ M ~ 8 _w : _c., r _ ~ -n " - - ~ u t0+2.9_0 ~--L-_-1- ~
„ _ r~ .c ..-,,..ti,. _ q _ - - - - - - - - - - ~ ------1I > ~
_ •-99 v` -~86- --t.«".....~}».... - k: - I (nveft - _ - E . 15 RCP i (TBR 1 ~,-8b -II - I I I - ..y m ,;,w;' ~ - ~ 1 ~ t I . InverE I 'lnwrt Invert ~8P ' 84,32 I ~ +
TBR) Invert o Invert I i 87.03 -86- - _ ~ _ 65 27 I 5.44 I I _ _ _ . I r Ex. S! s T 8~. II 84,54 I I % J/ fx. .S. .Invert 67.12 7~, I _ _J_ it _.:.i._ ~J__-- - I -~t~ 1 / J ~ ZD.zS «w~ _ - 7 t (n
t - - -h'b Exiitin GN 189- 0 ' ~ II / 11' ~ - - - - - a ~ Exiptipq 111t ~ib9 ~ rD• t osin - - - O N
>o IIx /4 / kp I°~1 Rim 8 .44 - ,r, lal; GI. Inv 78.82 film 85.40 COOT Std. 8x0.02 6 - ~ GL Inv. 7aA2 TC D GB 85,98 - 6 ~
Ir^ ra. Co ch Bas ~ ` ~ " " ~i - _ ---a~-"`" ~ GG-- nuwt-0at'$1.~9 ' ~ ~ ~ u
- ..w.~ r .+..+-r w.~•.~ .....r- - .r.....~--.~..~~~- - _ tf R L1a t~ * mlelne ~ atlE~C' F ru; Box 3x3 4" - Ip removed / ~k! ~S • raA?oved , ah - C Y O NCOOT Std. 840,02 1 C Op
,~9 I r~0'" J TC 9 OB 8497 ' .-B`~" ~2Y Invi•rt In 86.24 'r'' II aJ""~ ) / ?<a' ~ ~ TC 0'CB 85.96 ~ A n. ~ 0 O f~ X ~ Invert In aD.a9 ~ - ~ N Q
I - / " rF li n- lL
/ / ~ ~ _ . - Hc_ TC ExNtingMli ~Q4- _-.Il- - Ezlstin fdH N81 _--~n-.... I ~ - T86-- 87-- Q
W _--~"i4L.F` 4' inr --~----EX "-'-E il_'_E ----~.,W n__~_ x 31}-°-/-t`"°" ~~~--ExY1 -x>IW " _ . .a9' CL Inv. 79.92 q. Inv: St.49 / invert I ( Ex. ~ t~ Z N EXW XW XW EXW - - - - - - - EXYY _ ~-EKW EXW EXW--EXW-EXW - -86-____- [ Q _I ~
- F~,«..,,«. I __,.w.... 9.5. Une / .Sign 8F_ 8O,A7 Q±2671 .._-.~.~-._..~_s•__•-_-, . O ------------85-- - _ ~ O
-88-(0 - ~ -'8 ' - - - - _ 5 s-- - _ _ ~4- a - _-_---------85--_ - _84-- - Q
_ m 88,, __-65---- n - -83-- - - - - 84 , .s•.• - :rte. - - - ~ _ ---e2------- - -__-____=====rP W U ~
~ , _ -6~ _ _ - r - - - 8 ~~,$4-~.-.. - s ~ _ _ . - - - - - _-___-84-- 85-------- L ~
r .Invert - -.._.._c.-~.~.._ r tt5 ro P - - _ _ - - - - - - - t 9, 1 J5~ Grade 86100 - RI r lalet• roieatforr • • r Ex. Invert 36" 6 L.F. 30" RCP ®1.0% . r. - - - - - . r - . - • - - - ~ ~ ~ _ Silt Fence, Typical ~ I- n
Silt Fence, Typical ~ p ' •r.'::'~f17ir :~~q:.. • CMP 79,et • Silt fence, Typical 1 Tor-Pamlico Stream Impact • . ' Clogs B Stone~'LAt9'; '•'y.l/ ; ; i„ r~ • pro. Inv. In 48" • • • • . Invert Out 30" RCP 80.73 ~ O ~ N
t Re rode ditch io Proposed 115 L.F. 48` RCP ' • .1V='5,.058°1~.1bl9kne'sB. /1 9 -tTar-Pomllco Riparian y/ •I•i•,~ i'•~+`-~ ~ •RCP 79.81 rovlde osltive 20' Outlet Protection •=22~ • • • • • • • • • • • •,li.: ~r.~.~/. . P P Buffer ' +'r ~ i d ~ . Rip-rop outlet protection O O ~ Gosa 8 Stone, LA=18', ~ ~ z N
drainage. 5' Construcilon Eoch End of Pipe • • ' • ' • • • ' • • • • • • • • • • • • • • • • 4r •R„ ~•m r,• ~ip/:• • • • • • • • • • • • • • • • • • • Tom-Pamlico .Riparian-+- Total Impact Length = 145' .~.,,U%% ~ ~1m5'J ..•.....•..•..•..•......~.8uffer'......... . W=24', D50-12",Thickness ~ .22' W
~ ~ z C ~ O
I ~
t0 W
- - - - C J
0 W
90 - - - - _ U - - - 90

y_ i
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R z 88 _ _ _ - - _ _ _ _ - - - _ _ _ _ . Proposed TC 1.5gy
_
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Existing Ground Existing Ground _
-
~ -0.41 _ - - 86 ---r_-__.~_ -0.41 ~
I - - - _ t
t
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- - - - - - -1 ~ ~ t - - -1es1- . - - -
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I~ ~1 ~ _ ' - - - - 1 i ` - II 11 i i i i - - -
80 - _ -
- I 11 ~ ~ r_~~ - - - - - -tip--I ! 11 II~
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78 - - - - - - _ _
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~ ~ ~ ~ a0 a0 00 .p ao ~ au a) ro r ro r m f` ~ c0 ro c0 aMO c0 ~ c0 n ~ n i0 aD c0 CO o0 ap a0 c0 to 00 00 r.~ ao~ w~ ao~ C
16+00 16+40 16+80 17+20 17+60 0
18+00 18+40 18+80 19+2C 19+20 19+fi0 20+00 20+40 20+80 21+20 21+fi0
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SCALE: Horz. 1" = 20'
a ~ Vert. 1"= 2'
v ~ 0
DATE: Jan. 22 2004
REVISIONS
d
° Vicinity Map - Not to Scale FILE: P030111 KIF
a i
0
0 Sheet 4 of 8

Rip-rap outlet protection Tar-Pamlico Streom Impact
Tur-P°mlico Riparian-? Class 8 Stone. LA=2D'. 11 Buffer •W=?4'r 050=72 rThicLness. . . Proposed 115 L.f. 48" RCP ¦ : . 2D' Outlat Protection . .
Pro. Catch Basin 11x _ '}2Y'• Pro.Inv.0ut48' NCOOT Std. 840.02 ~8~' ~ 8 ~ 11' • f ~ . I Invert Existin Oitch to be Filled ~ • • ' 'RCP 78.20 ' iv. Out 48" i. r.',l y . 8.20 ' • 'r` .•5' Constructlan Each End of Plpe• • { ;y ~-b~ • (TBR) iolal Impact Length - 145' • . • • . • , • • • • , ~ Tar-Pamlico Riporion
1d+ - i.. ° - • 79.30 = _ , .r.,• { TC 0 C8 89.97 1 - Exlsiing AIN j79 11u, ° ~ { . ~ o 1.•j ,Invert ' ::d3 _ ~ 8;. r. ~ . , Invert Out 86.65 ~ ~ ~ 82.75 ~•r.~ ~ a- - ' ? z': Ex. Slgn Bufter ¦
TC PP ~Rlm 86.38 11C. Ex. 15" RCP o° .Invert '~.•I• m ~ - - fr I I ° ~ CL Inv. 78.16 110 I18R) i ~ . .83.50. 1 • (TBR)•I • w. ~ ' ~ - `:80.~~:~.-°.• ~ _ •y
- t . ..L . . . . 4 Sot ° . ~L - 6, ~ ' ~ : I:~x, l$,1 _ -:=.r_,L ~ : - , _ 4- r
' r - 1 i...~_-- B - _ ' ~ -°1_ _ ( ~i I I ~ ~ - 19+69.77 _ 0 I I ~ ~ _ - -----85----___~
O 85- Tc ~ L t0
9 , .-m,. ~ •;_..M.... x. t • - Invert - . - t3 . _ 88 -t R - ° - - T8R 1 86 _(I_.._ I I I sr~ - to 84.32 wr: - . 1 E : 15 I C? _ ._~u Inverk I ( ) ~ } 1 I 1 ~ ) - "lover Invert. '8~:~. 1 ~ T6R Invert. _ T II I „ I / Ex.~:S. L ~ "w..,......,..... J Ez. ~.5. Lln ~ ~ Z V A h.
k invert ' I I 88 8527. I , ,85.04 (I 184.54 I • - ~ _I~ . r1 / / E4• Signs invert . - 4 @7.12 ~Iti I 87.03 ~ IE ~..:i__-_J_-_ _ .~i_ 8b / / ~9.25~ I I _ ~ ~ _ _ _
_-ti- - - _ ~ ^-(T / I I Existing AH ~1@9 ~ _ 0 _ I I / Rim 85.40 - -=1----r--==-------------------------------------------------------------1----------• t- ^ -3. - - n ~ Ezisting'AH X189 ~ ro. otch osln< ~ N ~ Rim 85.40 G)0? Sid. 84DA2 ~6~ _ ~
I~ / . ~ . , loa CL Inv: 79.92 ~ CL Inv. 79.92 o TC Q G9 9596 7__--- L In . -
4 - 86• - ~ I ~ ~ ro: Catch asM rl - 86_...: _ _ n nverl-0ut8t.19°~ 8 N ~s• ~ ~ u
- - •...:W..... ~ - sr be ~r momr ar admear ~ „ ~ ~ = ' 3 , removed ' ~ 4 ~ removed ' u: Box 3'x3'_4. ~ la _ / CROt Sid. 840.02 ,1 ~ ~ ,
9~~ ~ ~ TG @ C8 89.97. ~9''~ 3 ~ t ! I I + Invert In @6.24 ~ 57 / Q~° I ,I ~ ~ TC O CB 85.96 I ~ D I~ X ( Invert In BD.88 As h. ~ _ ~ N Q
I ~ ~ ~ ~ 1" _ - -
II TC Existing LIH (~4--- Existing IAH ~$1 ! --_d6 a~m ~5- ---es---- t° - 87 71W EXW XW XW EXW EXMY---~---E~(W EXW EXW EXW-EXW ~ Q Z ~
Kw _ _ n---~-Ex . --F w . -tl------E ----ExW _ ~x 9,(W W° -ExW ------"---x W - .By_ ~ CL' Inv.'79.92 ner~_ - _Cl. Inv. 81.49 '1 / Ex. Sign 65- invert I I IncL' F~~ ,.~^Si~; l~lno I _ _ Ex. 5.S U e / 80.47 i - a6----_ ~ Q J Q+26.71 - - - O
_-------------85---- _ ffD - J -gq- -
88-,8__-- - _ 6 - - o ~85~ B4_ ~ - - - o - -85--- I • 4- _
_ ~ y.~ _ - - - _ - - ' 88~, ~ -85 "n _84---- _ _ 3 ---83-~ ~ - - - E~-_ _ . _ -.._..~..._.._..uL. ~R..~.~_.r .._..-93-.._.._..~..~.._.._..~..~ (n ~.1..
- - ~iv _ _ _ _ _ _ - - - - - - _ -_'_--B~ -85 L-
,D rp. Invert a.__.._ - - . - - - - - i) ~ Grade _ ;.r.; ~ m! t 1 l l,! i ~~l G ~ x. Invert 36' . 8600 Rlp~rop•lelet• proteatbe - ' L"~ ~ G CLIP 79.81 . 6 L.F. 30" RCP ®1.0% ~ ~ • Silt Fence, Typical - : " _ _ • ~ Q ~ Invert Out 30 RCP 80.73
Silt Fence. T ical _ t 'r:~."i,,.i Silt Fence, TypIC01 ~ ~ Tar Pamlico Stream Impact • . • • • • • • . • ' ' Closa'B StoneL'LA 5'; / . , ~ r, ~ Proposed 115 L.F. 48" RCP _ .•NI°5',.Ot1b=1'L.~IllGkness.•y!! ~ ~~:~t''~~' Pro. Inv. In 48' 1 Regrode ditch io 20' Outlet Proiectbn "Tar Pomllco Riparian X22. • • • • • • • • • • • / . ! • , ~FO,~•r~• • •RCP 79.81 • • • • • • • • • • • • ~ ~ ~ N Rip-rap outlet proiection •l~ Q ~ ~
provide positive Buffer ki ~ i v , . . Gass B Stone, LA=18', ~ ~ Z N W=24', D50-12",Thickness
drainage. 5' Construction Eoch End of Pipe • W •lR• i'~db'yr ~~v! ' •Tar-Pamlico Riparian-~ Totollmpactlengtha145' ,,,,,,,,,,,,,,,,,,',Buffer'.•••.••.., b ~ • /aYl .42" W • ~
~ ~ Z ~ ~ O
~ ~ - _
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- - - - ~ J
- - - _ - - _ 0 ~ U
90 _ _ - - - - - - - - - _ _ . _ - - - - - - 90
-

~
- - - - - - - - - - 88
Proposed TC - '1. gq
-
- Existin Ground
g Existing Ground -
- _ 86
86 - _ _ -o,41x
1 - - - _ _ - t - _ _ _ _ -
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- I I - - -
84 - _ . - r ~ - - - ~ I i~ i
I 1
1 F - - - -
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_ - I - - - 82
82 _ _ - - - _ I- _ _ Q
_ - - - r _ _ - _ _ _ _ _ 1 - _ - - -LA1.._. \1 I
- - - I i i t 1~
--i I I i~ - - - - - t i i I ~ _ l - _f~. _._--11 I - - - - I) 11
- 80 - - - I _ - - - I t i If _ . - I I~
- ` / \ ~ - - -~E-l~r - - - ~ 11`~
I
- - -tJ - L - - - - _ l~
78 - - - - - - - _ - - - - - - 78
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76 - - - - - m~~
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~ 0> ro OD 00 (a 00 CO 00 CO oo aD 00 ro t0 00 00
16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+2~ 19+20 19+60 20+00 20+40 20+80 21+20 21+fi0
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00
DATE: Jan. 22, 2004
REVISIONS
s
Vicinity Mop - Not to Scale n a FILE: P030111 KF
i
3 0 0 Sheet 4 of 8

- -
PINETOPS QUADRANGLE 9o~~~s UNITED STATES NORTH CAROLINA
2 DEPARTMENT OF THE INTERIOR F 7.5 M[NUTE SERIES (TOPOGRAPHIC) ~~P~o
G,y GEOLOGICAL SURVEY I SW14 7ARBORO 15' gUnowwGlE `qF PHIC)
7 °45' z ooom z v z z z 3esa r Nw z 7 7'30" 77°37'30"
35°52' ~ 52 E ROCKY MOUNT 10 KM 54 55 ,1 42'30" 56 57 IHAR7SfASfI z58 z59 40' WEST EDCECOMBf 9 KM 2 aoo 00o FEET z61 62 35°52'30 ~ - ~ ~ : 4 ~ i i i ~ 3p~ ~ ~ / ( o % ~ ~ II. ~ ~ C (1222 ~ ~ `°o ~ `'o ~ ~ 3r.8 ~ ~ X' 73 35°52'30"
~ ~ Q 1 W CIF' I ~ •NJ ~ r., ~ a ~ ~ ~ ~ i i i4~ 4 3973
Cem o n N ~ ~~0 ~ ' ~ _ i ! ~ / i 38 I 1224 1 ~ ~ 30,
'Cem , ~ ~ . ~ i Ce ri ~ ~ ~ ~ A° sy13~mN .,1136 43 , ~0~ ~2° ~ ~ : j ~ ~ ~ ~ v
/i~~ I~ r ` 1 ° ~ ~ ~ u / ~ ~ ~ t ~ ~ ~ 1,~ ~ ~
r ~ ~ r u ~ % ~ ~J ~ ~ ~ ~o
Jf ( ~ II I r- r,~ ,ae~ / 41 / ~ j(
' ~ ;I- ~ I ~ ~ f1 , i ~ ~ 12 3972
~ ~ IIIh, / ~ ? ~ ii i 9 ,1 ~ I . ~ - , ~ ~ p~5 - ~ ~ l D ~ w- ~ .1126 / - ' I i ~ V n e
O I I / - W 1{elldreC 1 ~~l ~ ~ Cem ; ~ ~ - - ~ r i ( - ~ Ch 7 se i 1 I _ I ~ , ~ ~ ' 1130 _ ~ ~ V/
~ i, ~ i , - ~ o I ~ - ~ I ` r so ~ 30 .46 ~ ~ 1 ~ -
~ ~ ti,, ill ~ 1 3a i ~ ~ ° ~ - - ~ - i ~ ~G 'II ~ Brow ~ ~ ~ ~ ~ ~ - ~ ~ ~ ~ ~ - ~ 28.0 _ III - ~Il " 2e.o
~ 11 1 1 ~ .N ~ : li "a ~ ;1,. ~ f- ~ ` ~ ~ ° r . ~ ~I ~ ~ Cam:. v-''' ti .r. ~ ~ ~ u ~ Ir=.' 770000
, , ~ ~ 11 1131 ~I ~ ti ~ B ~//,i r : `I~j `,~c-.;1 O ~ c~/'h ~ : ~ U FEET L ~ ~ a ~ 3~ T... -s. ii Eax Hollow u J 770000 0 -FEET
_-E. o l m ~ _ z 11 C r ~ - 'll
/ ~ ~a~ a ~l V ~r 8 ~ - - ~ ~ OS ~ ' ll' ,I = 9971 u
~ ,i ~ , 11 ~ ~ ~ ~ ~
` ~ writ r: 30 " ~ ^ ~ ~ 98 ~ l'~ I ~1 ~ - 43 % r--~
/ ~ -~1 , 36 1 r ~ ~ 31.0 ~ 1 _ ~ ~ ~ / b- _ ~ ,y ,3 O N~ _ - 0 ~
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_ 3xo \ ~ -N- ~ , o ~ ~ ~ ~
- - ~ ~ ~vv ~ ti ~ ~ i'~ !~-1 V - ~d~ III 6„ ~ ~ ~
~ ~ ~ ~ ~ Ao .41 2 ~ yE ,I~. Cem:; ,~i ) 1 ~ ~ ~ % II ~ s'70 ~ ; ~ ~ wa ~ lv ° gem V~ ~ ~o.-~.~ _ ~ _ ` ~u - 3970
38.6 3 tiJ ~ ~ - - i
X70 - r % i i - M° r `o ~ i ~ - r'"~ - 11 ~
~ ~ 3 ~ ~
~ ~ ~ ~ ~ ~ - / % ~ f ~ r f
i ~~I ii a 1 ~ - it I ~ r U 9 ~ ~ ~ ~ ~ ~
~ ~ 1 3o COWERSION SCALES
o Y ~ ~-1~ ~ 1 it ~ ' _ I ~ ~ f~ I , ~ 1130 ~ - -
V i ,(T l - 38 30 ~ i ~ h Feet Meters X69
1~ 1'\ ~ ~ ( r ( ~ -,e. ~ ~ 151 1. ~ , " ( ~ - ~ inter / ~ - ~so9r ~ ~ I \ 15 \ , I 4500
as w ~ ~ c/. v 003 ~ 30 ~ W ~ ~ o 59 ~ ~ _ u C~ ..J ~ i l 1 VA , ~ Cem 1 I t0 / ~ , 14000
1l(.,t ~ sa;J, Cemc ii I~~~~~~ ~3n I. ~ i ~ j A 9na I -
1 - - I li - i ~ ~ _ 0 ~ ~ ~ ~ V~~ r c__ ^V'~-~,ac_ - it ~ 50'
w , l ~ ~ ~ ~ ~ - o. ~ ~ r--- i i ~ / - ~ ~ 1 ~ - ~ ~ l ~ ~ ' ~ ~ ~ 'i~ ~ ~ r 1202 13000 4000 1202
1 I ~ i~~ ~ y~ i ~ 1131 o"'' ~ ~ s' ~ ~ .r `J o/r-~
1]33 ~ i 1 ; / ~ ` ll ` `.J 1 l~ ~ C~\:/ / % ~ ~ / ~ ° i (0~ Q I~ i I L ~ { ~ 1 ~ ~ . ~ ~ ~ ~TIS OSSIOdd§ 3 5" ^I 1~~ 3 12000
' ~ ~ ~ ~ 1 ~ ~ zasa ~ p ~ A ~ ~ ~ ~ i ~ ~ v ) ~ ~ n ~ w ,J , 4 `-j ~ . J ov ~ / ! ~ ~ % ~ r.~~" / ~ \ ~ ~ / X68 'v a ,3e 1 I i ~ ni ~ ~ / ~ v,1 1 , ~ / ~ % ~ ~ 77!t
u N~- 'Cr - ~ ~ rte; I zo ~ ? 1 ~ ~ j1r / - 1 I ii' ,~1 0 ~~i v ~v ~.i ~ ~ v I ~ r 3500
- V1 ~ ' ~I ~ ~ ~ li l 11 a ~ ~ I ~ I l n ~ ~ ~?1: ~ 110 ' u II ~ ~ 1 i ~ ' 1 ~ -q0 ~ ?r v ~ ! I 11000
u ~em ' ui~ 1 ~v~ . is v ~ j~ 1 ~~-,lll r.. ~ ~i
1 S~ ) ; ~ ~ 100 10000 3000
, ~ I ` 'k3rlb .,!D,.~ `V ~ 1.. ~
~I ~ U $ • 383/ I ~[1 r ~ ~J '~I 0 ' 90 ' ~ ~ 7. I ~ ~ 2 ~ i : ~ r/ empaeott~i611 ~~i ! _ I~ ( ~\l' ~ ( ?.'j 1 1I 9000
{ I ~ 1 ~ • i..~~~/'~ ~ I G' ~ ~r ~ ~ i X67 ~ i i II 3967
1aa3 _ ~ - - = - i ~ r ~ ~ ~ ~ - - _ ~ ~ ~ ~ - ~ ~ _ 1 c ' 2500
_ r m _ - ,-A- - _ - _ - i~ ~ ~ 1~1 _ ! - v ; O ~ , I ~ S i; I il' i _ "r~'o ~ ~ _1120 I , - 8000
(a ~ _ - a s v'~ Toum Creek
V / 0 ~ ~ 24 ' r~--~i~,.~ ~s~ ~ - i ~ A _ _ ~ ~ - ~ ~ tr'-~ a ~ , ~ 990 Cem ,~r • , L - i 7000
3V7 / . ' ~•'o~' Y ~ V ~ ~ i ~ ~ 1126 i ~ ~ I i i 1 -:i ~ ~ ~ ~ ~ ~ ~ d ~ _ , 2000
W a ~ ~ _ I'r ~ \ Cem:: ~I~r ~ l ~ u09 ) ~ ~ ~ ~ ~ ~ ~ G ~ N~. ~ ~ ~
h ti 1129 ~ ~ ~ . i / ~ ~=F; ~ ~ ' ~l g' er ~ m u ~ ~ _ .1 ~ ~ ~ 1 ~ ~ ~ ~ i ~ 1126 ° 1 ~ 1 ~ ~ (~l . Q y 00 h 1 ~ ~ Cem ~ ~ ~ _ _ , ~ ~ . ~ ~ a ~ ~ o ~ ~ ~ a~ ~ .11~. J , i 6 l ~ ~ y C ` 6000 4
m W Uri Av ~ - A U o L~- - , . Ii i . ~ < y b ob
1, X12 OZ ) 0 i ~i - ~ ~ ~ ' '4 3 l ~ ~ _ i.~ i _ ~ a~ ~.~~,o ~ Ic r c~ 1 i _ ~ . / ~ ~ ~ \ i ~ ~i ;t--~~a _ I i v i t ` \ i , SO _ J~ ~ " f r 0 5000
- v F'. ~ ~ ~ / - I~ Cem' _ l ~W ~c' o II e,. _ ~ - Io ~ ~v.a 1269 r ~ r I / ~ ~ - - - J ~sr V ~~V III ~ ' p~ _ y j , l,, ~--~I ~ 1500
39 ~V ~ ' CBm 1 ~ II ll / 1 1. ~ Q~rl ~ 55 _ ~ • i ~ - ~ ~J~ II ~ ~ ~ / ` I ~ Q.I , ~ r ~ 1 ~ i~ ~ l J ~ _ Cemu :.Cem ~ ~ > ~ ~ .r = ice-,- ,vino
or ui ~ _ ~ Ce - ~ - n ,9314 y . e~1 Id 4000 ~f r
i~
= - - 5 ~ ~ r ,r` I 30~ ~ ~ '~o ~ ( i ~ ~-,o Sao 'r,~ ~ o ~ ~ \ ~ _ ~ - ~ ~i' ~ ill ~ ~ ~ ~i' 195 ~/1 3a 1000
1411 ~ _ ~ ~ ~ v i/ ~ ~f ~ ~ 9 ~ g4~` ll ~ ~ ~ J V ' - 'i , ~ r. 3000 900
~/1 ~ ; ~ _ r. i ~ 1 1 ~ ~ ~r ~ Cem I II _ P, ~ ~r y r ~ . \ - 800 700
II r - - . 1 k 31' ~ ~ \ 'Z~'L' •Cem = _ ^ 1 ,Irk ` / ` 1 - 3x65 o" ~ _ ~ ~ - ~ / 7! / ~ - 2a 3965 2000 600
~ 1 i - i ' " (I i ' I I' ~ i'' I I I r 1~ ~ em`~I ~ 4 ri>~Cem 500
sy 9a.a ~ ~ i ~ hand ~itx~' ~ - '',3' ~1 ri ~3 1 i p - r ri• 65 • I : ~ ~ ~ I i'~ r Cem;: _ 400
i n 1 c'~ ~ ,~0 ~ ~ ~ I ~ ' ~ ~ I -r ~ ~ 43 it Sewage DISP~ati° 101 )isposaF o 1000 300
i ~ ~.~~•.C e--~-~ v~I!t I/ ~ 3 ~r 1 ~ x98.8 , ~ ~ - ~Rc 38 Av • ~ _ I ~ I ~ 'i ~ x, _ ~ ~ i ~ 1 ~ 1 ~~il 120 ~ ~ A ~ o. 1123 ~ r , Il - _ ~0 ~o_ ~ ,'s. ~ Il ~ ~q . , - o ,v O ~ ~ r~ -f_ 200
Il ~l ~ i ~ 30~ ; ~~n ~ ~ 1" it l ~.l l y .rsi I 100 0 0
II - - ~ I - - - ~ ~ / ~ Cem:: v ~ / . a i
11 ~ i' Feet Meters
~ 1 t ' _ `~1~ ~ II /11 ~ .3964 1 .3098
j r _ ` r~ ~ ~ ~ H ~ - / r ! 2 .6096
- - \ - ~ 1124 N ° / ' ~ " 1 1 _ _ _ v • / n ~ ' 1 ~ ~ 4730" Y 3 .9144 47'30" 4 1.2192 5 1.5240
6 1.8288 7 2.1336
1411 S~ - ~ % r' l _J J " . r. ~'~V Q - ,ems - ~ ~V ~ ~ } ~ 33.n'1~~ - 8 2.4384 9 2.7432
v ~ ~ ~r l.~ 35.8 ~ ~ _ l i ~ ~ i ~ - ~ - - i ~ , A ` '3~ Cn sa/~/,_ ( ~ _ ] ~ i it ~ Cem ~ / C ~ 5 42 10 3.0180
~~-'L 7r ,,;;"ice ~ - / \ ~r/ _ - ~.3~ t~. O ~ / m 42 43' Y
ItA _ _ - 11 I ~.f - 'n o l \ ~ / 'C7Cem a Tal \ 16 Tj h To convert feet to meters
n ~'~i _ - u 1 t n, n r z I. a ~ r ti ~ p - Cem.- o_ I~ u \ ~i _ _ ~ ~ r u 1 P ; I a multiply by 3048 Q
7a'I~ ~ - ~ ~ n v - ~ ~ ~ ~ n ~ h is c . - ~ ~ -~Q} 1 ~ - i a I~. _ r Q mut _ _ ~ _ - ~ ~ ; ~ _ _ y , r ~ I v4 to convert meters to feet a multiply by 3.2808
y ~ r ~X< _ _ _ 0
~ 0 ~ n I ~ i~ 0~~/' /i! 18 _ . x;118. r ~r
J ~ ~ 1 s ...i i ~ _ ~%i _ ~/rte r~r ~ ~g ii' _ ~ ~ ~ ~ A , - II e ~ / Cem r ~ o ~ ~ ~ r . ~ ~ 1109 n_ i .~f1 ~ l ~I ~ ~ i ,
- 1 ~ ~ / . AI, 11~ ~ ~ ~ , ~ ~ i - ~ ~-ac~ I - ~ - r ~ " t ~ il~~ \ " Cem 1 ~ ~ A ~ . ~ - ~ . I ~ l - ~ I 1 ~ ~ ~ q ~ Golf bourse ~ ~ . qq ~ ~ ~ ~r=~.,
g0~ / I IlI - ~ V' r'l~ ~ l
740000 ~ ~ a: ~ 1 ~ v-~. i, - ,z~ ~ 1 \ -
FEET -i - A . . ' ~ ~ ~ ~ I ( %ti\ ' ~ Sou~tiEd9emmbq , ~ r ,w , 1 t ~ ~ v ~ • ~ ~ 7~ i ~ Jr ugh 5th ~ I a ~ e
~ \ _ ~ ~ _ ~ ; ~ ~ ~ \ _ ~ ~ ~ ~ ~ r ~ 1 _ ~ ! / _ X62 3962 -
~l %i ~ - I ~
i~ ` ~ i ~ - ~ ~ r' -.r _ t~~~ ~ -r ,Cem ~ r i ~ _ - _ i ~ / ~-r ~ ~ V ~ ~ 9o j ~j ~ ~1~ _ 1111 i~~;~~ _ Cem' ` - - i/'~~ aye ~ - ~ ~ ti J ,/I ! i ,r a" ~ ~ ~ ~ l ~ ~ l
r
~ 11432 i, Gem ll~~ l,' ~ \ :,Cem 1 - ~ ( ~ A--rL~ i r^v,? - I ~ ~ o ~ ~ , ~~I :II. i.- I fllAA ~I ~ ~ ~ 90 ~ ~ ~ 0 ~ /r / ti ~ :~30 ~ - ~ ~ = ~ ~ 9 ~ _
~ ~ i ~ ~-0I 1 ill i r~~l v ? j i ; - ~ i 0 :I 1 ~i _
1~3, ~ f l 11.. ~,.~7.,r - ill, - ,~~A l I ~ / ~ f\ ~ ? ~ ~II .~1 .L. ~ 1
~1i ~ ~ ,~c `'.Cem 1.~ ~ i ~ 1 ~ i%~ ~ ' x2 5 _ ~ v ~'i ~ ~ ~ i - _ %j ~i - _ 1
~ ~ - - ~ ~ II ~ ~ • - ~ i
` ~ l~ ~ ~ - I v " 3961099mN
r ~
~'r ~ ( ~ I ~ - - r.,~~l~„ ~ 1" V~~~i~ ~ a.,- ~ rv _ _ ~ ~y,. xza5v~1~IIF - ~p
~ 1~ ~ 34.6` - ~r 1 ~ ~ v'-^~ i%~ 'r~:% 10 '?o ~ i ~j ~ P. ~ ~ r _ ~ ~ ~ 1
1 ~ ~ .L~/ zls_ / ~ ~ A~!~ i> ,-_~r'~~ / ; l:1 ~ ~ ' : ~ 1 y ~ .v ~ ~r. ~ li'/~~~ ~ ' ~ ~ _ ~ i
m \ _ v1 s~ \ ~.iuaarEw M~ 1~ _ ((,•r! ' I ` p ro ,l\\ { 'il ~ t i' _ - ~A~ cjJc ~I Oi - l^~V
3.7 1111 V
BM 6 II ~M a. 2~ - i _ D
~ AC x
O O
3960 _ p m ¢ h
ILA f °TM / ~;N 'i11 A Y; '~n~ u 11 p~' , - I10 a151 7~' Y519' n aCC S{ieI q o
4~ -38 i41 B Eagles M258 1 ~ - , ~e - r ~ I \ l~ll ~ ~ P u - ~ ' % r C~, o V ~s.e r•VJT I 258
az , l ~J Ir ~n~ '•r ~-,/~-j: ~ 1;~~ ~ ~ I _ 32i BM ' 124 ,
1 ;y I _ e 9 N 11~I 124 Cris
3545+- 77°451 252 253 254 2380000 FEET 4213( 256 (FOVNTAIN)I 358 401 259 INTERIOR~GEOLOGICAL SURVEY. RESTON. VIRGINIA-1951 -~5G45, 5155 I! NIN 261OOOmE 262 FOUNTAIN 5 Kh-770371301 - • - 35°45'
P) Mapped, edited, and published by the Geological Survey SCALE 1:24 000 ,,27°37'3W iT
a~'ROAD CLASSIFICATION s9~ d,
SPPPControl by USGS, NOSJNOAA, and North Carolina Geodetic Survey MN i S 0 KILOMETERS 1 2 Primary highway, Light-duty road, hard or 0 2m` Topography by photogrammetric methods from aerial photographs cw 1000 METERS 1000 2000 1 5 p ~ hard surface improved surface
taken 1977. Field checked 1978. Map edited 1980 MILES Secondary highway,
Projection and 10,000-foot grid ticks: North Carolina coordinate 124 MILS 1°34' 100D 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 hard surface Unimproved road system (Lambert conformal conic) 28 FEET O Interstate Route U. S. Route O State Route
1000-meter Universal Transverse Mercator grid, zone 18 CONTOUR INTERVAL 2 METERS )ute
1927 North American Datum NATIONAL GEODETIC VERTICAL. DATUM OF 1929 N. C.
To place on the predicted North American Datum 1983 CONTROL ELEVATIONS SHOWN TO THE NEAREST 0.1 METER move the projection lines 12 meters south and UTM GRID AND 1980 MAGNETIC NORTH OTHER ELEVATIONS SHOWN TO THE NEAREST 0.5 METER PINETOPSR N. C. t. C.
26 meters west as shown by dashed comer ticks DECLINATION AT CENTER OF SHEET QUADRANGLE LOCATION SW/4 TAMORO 15' QUADRANGLE )BANGLE
Fine red dashed lines indicate selected fence and field lines where THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS N3545-W7737.5/7.5 7.5
generally visible on aerial photographs. This information is unchecked FOR SALE BY U. S. GEOLOGICAL SURVEY, RESTON, VIRGINIA 22092 CONTOURS AND ELEVATIONS A FOLDER DESCRIBING TOPOGRAPHIC MAPS AND SYMBOLS IS AVAILABLE ON REQUEST IN METERS 1980
DMA 54M 1 SW-SERIFS V842 ES V842

~9
~~,.ss UNITED STATES PINETOPS QUADRANGLE `;`y DEPARTMEN o~F T OF THE INTERIOR
NORTH CAROLINA ~ .
y% GEOLOGICAL ~ o SURVEY 7.5 MIN `oP UTE SERIES (TOPOGRAPHIC} ,~,P~ 77°45' 152°0°"E ~ROCXY MouvT ro KM z54 v 1 ° s~s5 r h,N, a 51484 7ARBORO 15' QlNI3RANQE S` HIC)o
35°52' ~ I 55 .1 42'30" 756 : ~ i / o. y I ~ 9 57 /HARTSFASFI I =58 ~ 159 ' ' • EO
( " ~ 1~ o n 1 ,~30--- / _ wE5~ GECOMBE 9 XM q 2 a00 000 FEET I X61 r~ 77°37'30' 1 1 3° ~ % ~~\''0 1 a, i . ~ • ' \ / U 7~, ml \ - 35°52'30" 77°37'30" 35°52'30"
Cem d ,J .o ~ l ' ~ ¢mr. 3to ~ ; A~ ~ l \ 5 ~ rJ 1'973
aao~ 1I36 em, ~ ~ ~ V ~ ~ ~ i ~ ~ \ >Pl3 N ~ 1 ~ ~ 'os Cem.--~, + ~ ~ 1124 ' ° ~7a Cem , -gam, / I~ O
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~ a 1 1 ~ ~ ~ d r ~ I ~ I l~ n ~
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i ~ r W I l ~ ~ ~ - ~ ~ Melimdue V l
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• ~ 1 i ! --J ~ ~ ~ A ~ ~ ~ 011 ~ NI ; FEET
I ~ ~ ~ ~ . ' Ja ..Momiog5w ~ ' „rz / ~ C1'~ r~ r ~ ~ r n n ! ~ A ~ ~ ~ ~ 7971 3971
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~ 38 i ~ ~ ~ I ~ ° / ~ ~ ~ ~ ~ o I 1.. i,
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Cem: a, ( ~ ~ ~ _ , `~'1 ~ 1 ` i. ~v
f _ ,V ~ i~~ ~ ~ a ~1 1 V ~ ~ ~ - I • 785 71 ~6r ~ ~i ~ d'. 7 ~ ' ~ ~ \ 1 ~ Il`~/ - 7a~~,„ J ~ ~ ~ ~ ~ ~ n ~ d . ~ 1 ~ a -i I A A 7970 ^ 3970
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1~ 30 tl~ ~ aa, , V ( ~V~~ ~~/~i' ~ ~ "1' ' ~ r ~ ~ ; i I~1-.-. JO n_"~ ~+r- ~ ~ ~ ,rl: ~ r ~ A ~ .30 ~ ~ - .1 ~ / ~ ~ .i 1 j ~ ~ .r Foe meths
3969 1 15000-
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~'-\1 ~ - ~ Cem - / y1 li r. ~ ~a=°` q ' ~ 3 , ~ i 1 ~ i ~ n 1 ~ ~ ~ ~I A~"'iA~ Cem: :AA r~7n ~ ~'.i% , ,ti . ~ _ I ~ I ~L ~1~/,
14000
50' T 4000 13000
11331 V' r.~.. - a l~ V i i ~ .I ~ ~ 13000- li .f ~ , I ~ ,~'i ~ ~ X131 u ~ ~i~ ~ ~ ~ n - ~ ~ %I ~ ~ ~.fi2'
ii . , ~ ~ / 1 ~i-~ ~ - ~ 1 e ~ is ~ < ~ ~ Oi~r - ~ ~ ~ - ir., 99 ~ I ~ ; 1154, aa. ~ ~ ~ r ~ - 1 f ~ ' d ; (100d.1- u '
_ o ~ ~ , I ~ + ~ ^ ~931ns :C-rassroads ~a - \ ~ ~J /1 ~ `.A j I 3115' ~I 1 i ..a ~ / . ~ ~ ~ - I20W- 3968 12000
( ~ ~ :.Cem ~n A-. ~ ~ . 1 i:~ !i ~ - r~ _ 1 i n ~ . a I t l ~ u ~ J^ r ~ ~ ~ _ 1~ J 3500
-,Chapel 1 ~ ( ~ r' ~ ~ _ ~ • n - 85. ~ r~. I / ~ I'. 1 y ~ ~ 1 ~ ~ ~ ~ ~ _ r! 11000
r ~ , I ~ r ill ~ Ly _ 01
~ . C~ ! I 10000- 1 ~,A ~ ~ I ~ I A \ c ^ r - 10000
< ~ 3831 ~ i / ~ ~ -o I ~ ~ ~ N r ~ i. A''~~, A ~ _ i 7L 3000
\ f) ry
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j 6 c 3867 2500 swo
% r v 0 ~ 2P! ~ 1 ~ w/ ~ 14 a x,20) r~,.~ i..~' ~ ~,~"~J. 6`. ~ / 20 11 N °p vp ~ ~ ~ ~ i ' i
~70 ~ i,.~ ~ ~rrao ~r l'~ / 1'6~~ a~ I - TowsCmk - rti ~ \ r ~.k ~ r--' ~ Cem ~ ,~r 1 ~ . l.~ - it , ~ - .1 I ~ oso
m i ~ _ \ ' ~r--~ ~ ~ ~ ~ ~ , / ~ ~i 1261 V = ~ - ~ l ; ° ~ ~ - ~ ~ i-' ~ ~ ~ ~ ~ ~ - j a )00° a s _ ~ 'i 1l, a 10001
L j1129) Cem.. _ - ~ ~It., is iw nr --r ,iti~r~) v'~ ~ ~ v - ~ ~ i J- zooo
_ x+ ~ i I .Cem;- i ~ ~ _ ~ ; - 'jl/ _--a r'ti r-. ~(/'t ~ • - - ~ I \ ~ ~ ~ ~r ~'r - Q ~
\ ~ . I. I ~ _ ' ~ ~ , rm ~ ~ ~.n . nr., U i I'- • ~ ~ ~ ~I ¢ ~ 6000-, ~ _y 6000 .;;`JON
~ r A ~V' ~ ~ °Cem• - o" ^a
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i i' ~ f r - I ~ ~ ~ 1~ / Cem ~ ~ » u ' / 1 ~ I ~ - 1. i'~ ~tl U 1 ~ ~ r v r ~ i i~~. ~ - - V~ 7°0 - ~ Cern, -Cem ~ ~ orl
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n ~ - ~ o ~ ~ ~--A l - i' ~ p~ I~, a ~ ~~i 4000
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- 71.0 / r , ~ - ~ i 1zs, -Cem:: ~ ~ 0 . , ~ , 800
' ~ IUD ~ ° - _ i ~ _ ~ n _ ~ / or - _ _4 - ~ G~ - / j _ ~ - ' 1 ~ / % . Cem 700
~ ~ - . - 39 131a - ~ I 1 "~l~ . ~ " i 1 ~ i _ 7as , , ~ _ _ 55 2000 X65, ~ - - - I ~ , ~ ..a /i ~ u~\ ~ r'~ i~ Sandoitx ~ ~'"l~r: I • ~ . , ,i~~C~erm:.~ ' 1 ` _ / ~ ~ em-a ~ _ II - ~j~ ~ r \ 3965 2000 600
~ "`7< _ ~ , ~ `~.r ~ r 1' ~ I l/ ~ ~ j u 6 ~ l r :Cem
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n ~ . I ~ ~ ~ ~ i
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~64 ~ - ~ _ I I a. yr. ' _ A:. ~ 'r~~ \ ,1124 Y e r ~ . r ~ 2 .E ~A./', - ~ /•J i~ ~ ~ - . o ~ r ~"v3 •~1`~ r ~ u .~r. ~ . ~n• • ~ 'ti/ 4T3Q" 4 1] 2 6096 3 .9144
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i a ~4 .ut : + ' ! ~ .r ; , r ; 619 ~ M ~ .y~ r.~ _ ' / i u b 6 LUN 71 21336
~1 ~ 30 - ~ - \ / ~ 75.5 ,:may \ ~r 31.0} _ i7~ B~ 24 81 24384 91 2.1432
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- _ -y ~ ~ - Cem ~ - ~ u u a. ~ : ~ r \ ~ n : ;~l , e 0
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~ 56 IFOUrvrarNll 258 ~ \ ~ ~ y I Crjyp . Mapped, edited, and published by the Geological Survey sus it xw 409 z80 I 41 INT(N10 -0[OLOOICAL SURVEY. ASTON. V,.0,.. d 1 37'30" 35°45'
PQP \4d Control by USGS, NOSJNOAA, and North Carolina Geodetic Survey * , t0"
MN 1 .S o ROAD CLASSIFICATION Topography by photogrammetric methods from aerial photographs GN 1000 KILOMETERS i 2 ~v 1:71-1
taken 1977. Field checked 1978 Map edited 1980 0 METERS iW0 2000 Primary highway. Light-duty road, hard or ;try 1 'S 0 hard surface....... r~ s
Projection and 10.000-foot grid ticks: North Carolina coordinate 1 improved surfaceT MILES Secondary highway, system (lambert conformal conic) 124 MILS 1.34' 1000 0 1000 2000 30M 4000 5000
28 MILS 8000 7000 8000 9000 10000 hard surface ® 1000-meter Universal Transverse Mercator grid, zone 18 FEET Unimproved road • • •-=--sa=-
1927 North American Datum CONTOUR INTERVAL 2 Interstate METERS Route U. S. Route O State Rouse To place on the predicted North American Datum 1983 O
NATIONAL GEOD ETIC VERTICAL DATUM OF 1929 move the projection lures 12 meters south N. C ¦ and CONTROL ELEVATIONS SHOWN TO THE NEAREST 0.1 METER UIM GRID AND 1980 MAGNETIC NORTH OTHER ELEVATIONS SHOWN TO THE NEAREST OS bWM
26 meters west as shown by dashed comer ticks DECLINATION AT CENTER OF SHEET
Fine red dashed lines indicate selected fence and field lines where QUADRANGLE P~~~PS, N. C. THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS LOCATION SW/4 TARBORO ill' QUApRAN~ generally visible on aerial hot
p ographs• This information is unchecked FOR SALE BY U. S. GEOLOGICAL SURVEY, RESTON ' VIRGIlVIA 22092 CONTOURS AND ELEVATIONS N3545-W7737-517.5
A FOLDER DESCRB0VG TOPOGRAPHIC MAPS AND SYMBOLS IS AVAILABLE ON REQUEST IN METERS 1980
DMA 54M 1 SW-SERIES V842 1

PINETOPS UAD
'"o - UNITED STATE Q ~G~ S
~y DEPARTMENT F NORTH CAROLINA ~~l o~~ 0 THE INTERIOR , ~,o 7.5 MINUTE SERIES (TOPOGRAPHIC) ~~o
GEOLOGICAL SURVEY ' swµ rnReoeo 3s• Qu~oRnlvaE ~~P
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00 a Mapped, edited, and published by the Geological Survey SCALE 1:24 000 P ROAD CIASSFICAT[ON pPt \ad Control by USGS. NOSlNOAA, and North Carolina Geodetic Survey MN* 1 S 0 KILOMEIEAS 1 2,~'c9 f
1000 0 METERS 1000 Y000 Primary highway. Light-duty mad, hard or Topography p otogrammetric methods from aerial photographs cN hard surface improved surface y~2s ~F
taken 1977. Feld checked 1978. Map edited 1980 1 5 0 1 Setbtr 7' MILES dart highway.
Projection and 10.000-foot grid ticks: North Carolina coordinate 124 MILS 1'34' 1000 0 1000 2000 30M 4000 MW 9000 7000 WW 9000 10000 hard surface Unimproved road...--------
system (Lambert conformal conic) 28 MILS FEET O Interstate Route V U. S. Route O State Route 1000-meter Universal Transverse Mercator grid, zone 18 CONTOUR INTERVAL 2 METERS
• ~c~y 1927 North American Datum NATIONAL GEODETIC VERTICAL DATUM OF 1929 N. C.
To place on the predicted North American Datum 1983 CONTROL, ELEVATIONS SHOWN TO THE NEAREST Ql METER move the projection lines 12 meters south and UTM GRID AND 1980 MAGNETIC NORTH OTHER ELEVATIONS SHOWN TO THE NEAREST OS METER PINETOPS, N. C.
26 meters west as shown by dashed comer ticks DECLINATION AT CENTER OF SHEET QUADRANGLE LOCATION SW/4 TARBORO 15' QUADRANGLE G~
Fine red dashed lines indicate selected fence and field lines where THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS N3545-W7737.517.5
generally visible on aerial photographs. This information is unchecked FOR SALE BY U. S. GEOLOGICAL SURVEY, RESTON, VIRGINIA 22092 CONTOURS AND ELEVATIONS A FOLDER DESCRIBING TOPOGRAPHIC MAPS AND SYMBOLS IS AVAIIABLE ON REQUEST IN METERS 1980
DMA 5455 1 SW-SERIFS V842 342

. _ _ ~ _
PINETOPS UADRANGLE Q
'9~~.;~s UNITED STATES NORTH CAROLINA yF DEPARTMENT OF THE INTERIOR ~ ~
0 7.5 MINUTE SERIES (TOPOGRAPHIC) ,,?~Pe ~2~. GEOLOGICAL SURVEY I SW/4 TARBORO is QUADRANQE ~~P ?PHIC)Pe~P
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~ ~ i' 'w` ~~t to ~V' H; ~i.-_ ~ ~J a, W> Cem^ _ 1109 ~ ( i r 6 !I ~ ~ Q
yti ~ 1129 I ' ~ ~ ~ ~ ~ - ~ . l~ ~ tl~i~ i ~rll~. l;~ ~ ~Y~-' ,~h iT~ f', ~W ~ I, Q ~ t ~ ~ - A _ . -r ~ , P~ ~ ~ Q~ 1126 ii ll;•• i !Y 0 ~ ~ ~ ~ ~ 4 m 6000
~ ~ ~ - i i m W _ - ' 1 M i ~ _ J
it 1 - - ~ 2a 1 .-J ~ . ~~;'il e d. ~ i ~~~_c'o , '11202 ~ ) - r ~ i ~ ~ , ~i Q 5" 1500
J V ' :t ;re- _ ~V' L °Cem• ~ u ~ ~ ~ ) a ~2z5 1269 i ~ ~ I. ~ i ~ em III, ~ 1 ~ii~ /!j ~Qr Q
~~i lr 'C _ A~~ ~ o - _ ~ ~ I ~ oil i _ 'Cem Jr ~I'~ /
4000
~ ~ ~l l r ~ o i ~ , ~ V ~ _ - 1 ~ II - ~ ~ p . 1 _ .i
I ~ - - .,'~~i ~ A ~ y 30 ~ i~~~0 ~ I nll ~ I~ 3 i ~~(i~ ~ 185 ';P 1 ~ ~ / -mac. ~ ,1 i i i )II A ~ ~ -"i~ _ / ~ 3 1000 3000 goo
} 1411 ~ J - l li _ - _ u i ~ 3 ~ ~ ~ ii ~ . 1 ~ ~t ;_~i~ N ~ ~ ~
l - 1 t ~ 1 ~ o ~ ~ ` L ~ , ~ II - ~ F Cem:.: ~ ~ u - _ ~ 1 ~ ~ , ~ ~ ~ oar i 1 ' 800 700
• _ _ ; _ ° \ 3z.u . \ d ~ f , . Cems _ It~° ~ ~ - X65 ~ - 3965 2000 600
~ II i ~ ~ 1 / ~ 1 ~ / - r-, a I ~ ~ r - J~~~ emit ~ : Cem r 500
34:6 i ~ \ e"(. I i~, ~ ~ f% II 1 / ~9G / '~~0 X65 ~ v $endpitx~~~ ~ - ~V' ~ ~ u ii r ~ Cem; ,may: hi ;l. 400 Disposat - 1000 300
~ (r, ~ z° ` ;1~ ~ ~ ~ i / -~as.5 A 1 43 ~ ~j: Sewage Disposafi° 1 i! -20 -
I 't a~~.~ ~r,+ _ 1 a U s J ~ ~ X3B.5 ~1. i . ~ ~ ~ •V~ 1 ~ ~Fa 3o-f ~~i 1~L' I / o r I ~ ~ ~`il ~ 120 ; 1 i I I" i ~ - -c- ~ ~ o.~ 1123 » x'~~ J - ! / 1 ~ I r'~ ~ ~i 100
~ ~ ~w. _ U _ ~ ~0 _ I ~ ~ ~ ~ ~ , rk ~o 0 0
i 9 ~-+e-- - ~ Cem:. - , II ~ ~ ~ i / / ,1' u / • i ~ ? ~ I f. ' ~ 1 I i r 1 - ~ _ C ~ v
1. ; - - ~/l ~ ~ v ` Cam-~ II ~ ~ cA r~ilei ~ ~r ~ 1~ ~y, ~I ,I o ~ ~fi _ i ~ ~ ~ Park _ I ~ ~ ~ S ~ 6 i Feet Meters
_ / _ ~ 3964 1 .3048
\ I ~ ~ ~ ~ ~ / - _ _1~~ l 2 .6196 3 .9144
~ ~ ~ - 0 ~ ~o I r 3B I II 47'30' 4 1.2192 5 1.5240
6 1.8286 7 2.1336
- I' r' _ ~ ~V ~ • i V - 1411 - ~ ~ 1 - ~ ( ii _J . 1 , L7 _ ~ "e` ~ ~ - 1 u ~ ~ ~ 33.8 1 . 2 8 2.4384 9 2.1432
% - ~ ' ~C•.~'t. ~ ~ = ~ ~ _..1 93.5 / F~ ~ - ~ .Q~~ ~ LL ~ ~ ~ r _ X30 ~ . , ~ e. ~ \ ~ ~ 30 r~-. - _ ~ \ - ~ ~~1 ~i' a.'~~~ - - ,i w' ~ hem ~ C _ , a i l . © 42 10 3.0480 42
~O~_. ~ ~,?,~f~ ~ - '-~i - ; ~ Cem _ J~~ a~ - ~ ~ ~ 43 Y
16 Sm 16 To convert het to meters
~ ~ ~ - _ ~ Cem ; . p ~ ° p u ~ i _ ~i ~ - G~n dl • z r l ¢ m O~` multiply by 3048 Q / y To convert meters to, hN
. _ - - ~ ~ ~r -r - ~ ~ , ~ ~ ~ o m T' o multiply by 3.2808
~ , /G _ _ _ ~ - _ o ~ Ceme - f'~ ~ ii ~ f - _ ~ lug % a` . n - _ - - _ _ j~ _ _ _ ~ l~l~~ ii_ I i o 11', a 0
4 ~ - 0 - ,~I ` ~ ~ ~ l / . IB ~ ~ is8. ~ ~ - / 1'1 a 1 i~~' 0~ Ai ~ ~ ~ ~ / i, X53 ( L 111 / 0.'' / / °'O~..J ~ ~ ~ ~ _ ~ - " n ~ ry~+
-L l _ 1 /1 ~ ~ % 1 _
1 ~ I ~ ~ v ~ \ 1109 ~ A1_ 9 e 1 I ~ ~ ~ !i ~ ~ ~ . I ~ - ~ / ~ ~ St Lewis.. ~1 „ ~ A. ~ ~ _ ~ ~ i ; ~ ~ = Cem V ~ ~ ~ ' ~ • \ ~ - I I r c ( ~ lll4 o nurse ~ ~ . ~ . \ ~ ~ ~
~ '-l ~ i r \:A I ~ ~ ~ ~ ~i v o~ I~~O "'r
gem^. ~ ~ A;~ _ ~z ~ 1~ ~ ~ - - 740000 / i _ f, I ; ~ r _ n~ 1 i; i. ~ , ~ ~ ~V~~'• _ - ' I
_ 1 I `V~ ~y ~ . 3 . p., ~ ~ i Sou;4 FAgecom i -rr FEET ~ ~ ) ~ ~ \ ~ ti-' A 1 ~ ~ ~ ~ ~ ~ zo ~ Jc h Sch i~ r , ..u- / ~o i,
J °e r- t - r - - - _ -62 _
1~ ~
_r f ~ ? - 3o v ~ ~ ~ A "Cem 7~ 11D --.__c-~! ~ ~ 1•.~ ~ Cem ~ - i - ' ~ ~ .
3e ~ ~ ~ ' 0' ~ 1 ~ 1 / ~ i , /1 ~1 u432 i~~ Ciem li~V :Cem / ~ ~ ~ 3/ ~ 1~,_ ~1 _ ~ / ~ L
r . ~c 1 ' ~ A ~ o 1 "a- 0 " ~ a II. ~ 1 J r ~ i~ - ~ w ~ 9p
o' ~ ~ 'n _ - _ yy~~ I r 1 ' - 42 i , . ~l ' / ~ .
a ~li `1 ' ~ ~ 1' L.J ~ ~ ~ U / - `i a ~ ~ i
1t~ - ~~•Cem 1. ~ `V 1 ,?a ~ H ;j, i x2 a 7 ~ Cemu~ / - - . ~ i ~ ~o ~ ~ . e _ _
II a _ _ c; v s6.a , -36,Orii _ I ~ . ~ d ~ r-• ~61~mN S. i
~ ~ _ 1 c , r i . ~ J ~ 17.0 / ~ / ~ ~ 1~l' 11 396100DmN .
~,--J ~ BM 35. r 1 i ~ -l i--~ 0 ,e- 0 ~1' . 1 1
X51 - 30 ~ ; ~,i~~ 1 - ~ - l~` - ~,y~~
~ ~ 1 ~ - . ~ 1 ~ F ~ . l', _34.6`` / ~ ~ ' l ~ v 2G : `r . ^ \ AA ~ ~ 1 ~ - ~ 1.
1 ~
` ~s ciOSSrOaas MIS' JJJ
am CeI-
~ r.~ ~ I _ ~ ;~Ch1 1,2 ~~il .H , II , ` II}. / I'll ~ \I-~ ~.A~ _ _ 3 ~ Y 44 1- •,o v .I~rc 9~ I - . Y -
O R O
1517 ,~i(~ _ ~I BM 344 _ _ 1 a m Q ti
X60 - - 11 0 151 o 1/ Mace esfi¢I' o r,
~~ti a rI BM n •p: r N _ Eagles ch 1114 ~ i I` . ,11 tl , 2 ? yw. ~ ~ r o 8 _ 258 ~ 258
d BNv 121 ii a 1108 - T 121 O o~ ?~1 BM, J 124 32.1
124 r i ? p _7 • MF• 35o45
35045'- - 252 253 254 2380000 FEET 42E30256 (FOUNTAIN) 1 258 401 259 260 0 INTERIOR. GEOLOGICAL SURVEY. RESTON, VIRGINIA-1981 77°45' sass n NW 2'61 000-E 262 FOUNTAIN B XA}7 73011 - • - 35°45' B Kh 77°37'30"
P~ Mapped, edited, and published by the Geological Survey SCALE 1:24 000 * ROAD CLASSIFICATION 4T
PQpyp Control by USGS, NOSINOAA, and North Carolina Geodetic Survey MN 1 .5 0 KILOMETERS 1 2 primary highway, Light-duty road hard or % 2
1000 0 METERS 1000 2000 y Topography by photogrammetric methods from aerial photographs GN hard surface , improved surface...
taken 1977. Field checked 1978. Map edited 1980 t 5 0 1 MILES Secondary highway,
Projection and 10,000 foot grid ticks: North Carolina coordinate hard surface Unimproved road... 024 MILS 1°34' 1000 0 1000 20M 3000 4000 5000 6000 7000 8000 9000 10000
system (Lambert conformal conic) 28 MILS BEET Interstate Route C3 U. S. Route O State Route 1000-meter Universal Transverse Mercator grid, zone 18 CONTOUR INTERVAL 2 METERS Route
1927 North American Datum NATIONAL GEODETIC VERTICAL. DATUM OF 1929 N. C. ¦ p
To place on the predicted North American Datum 1983 CONTROL ELEVATIONS SHOWN TO THE NEAREST 0.1 METER PINETOPS N. C. move the projection lines 12 meters south and UTM GRID AND 1980 MAGNETIC NORTH OTHER ELEVATIONS SHOWN TO THE NEAREST 0.5 METER N. C.
26 meters west as shown by dashed comer ticks DECLINATION AT CENTER OF SHEET QUADRANGLE LOCATION SW/4 TARBORO 15' QUADRANGLE ADRANGLE
THIS MAP COMM WITH NATIONAL MAP ACCURACY STANDARDS N3545-W7737.5/7.5 Fine red dashed lines indicate selected fence and field lines where FOR SALE BY U. S. GEOLOGICAL SURVEY, RESTON, VIRGINIA 22092 CONTOURS AND ELEVATIONS 5/7.5
generally visible on aerial photographs. This information is unchecked A FOLDER DESCRIBING TOPOGRAPHIC MAPS AND SYMBOLS IS AVAILABLE ON REQUEST IN METERS 1980
DMA 5455 1 SW-SERIES V842 UES V842
i