20021112 Ver 1_Complete File_20020711

WArF Michael F. Easley, Governor
\O?O RpG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
co r7.. Alan W. Klimek, P.E. Director
Division of Water Quality
July 17, 2002
Guilford County
DWQ Project No. 021112
SR 2776 (River Track Road)
APPROVAL of 401 Water Quality Certification with Additional Condition
Mr. J.M. Mills, P.E., Division Engineer
NCDOT Division 7
P.O. Box 14996
Greensboro, NC 27415
Dear Mr. Mills:
You have our approval, in accordance with the attached conditions and those listed below, to permanently
impact 40 linear feet and incur 20 linear feet of temporary impacts to an unnamed tributary to Reedy Fork
in order to upgrade SR 2776 (River Track Road) in Guilford County. The project should be constructed
in accordance with your application dated May 13, 2002 (received July 11, 2002). After reviewing your
application, we have decided that this fill is covered by General Water Quality Certification Nos. 3366
and 3375 corresponding to the U.S. Army Corps of Engineers Nationwide Permit Numbers 33 and 14. In
addition, you should acquire any other federal, state or local permits before you proceed with your project
including (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply
Watershed regulations. This approval will expire with the accompanying 404 permit unless otherwise
specified in the Water Quality Certification.
This approval is only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify us, in writing, and send us a new
application. If the property is sold, the new owner must be given a copy of this Certification and approval
letter and is thereby responsible for complying with all conditions. If total wetland fills for this project
(now or in the future) exceed one acre, or if stream impacts exceed 150 linear feet, compensatory
mitigation may be required as described in 15A NCAC 2H.0506 (h) (6) and (7). For this approval to be
valid, you must follow the conditions listed in the attached certification and any additional conditions
listed below.
1. Reedy Fork and its unnamed tributaries are classified as nutrient sensitive. Additionally, this stream
is on the §303(d) list of impaired waters in North Carolina. NCDOT shall use Sedimentation and
Erosion Control Guidelines for Sensitive Watersheds (15A NCAC 4B .0024) to minimize impacts to
downstream aquatic resources. Temporary or permanent herbaceous vegetation shall be planted on
all bare soil within 15 days of ground-disturbing activities to provide long term erosion control.
2. Native riparian vegetation must be reestablished within the construction limits of the project by the
end of the growing season following completion of construction.
3. NCDOT is encouraged to use existing on-site vegetation and materials for stream bank stabilization
and to minimize the use of rip rap.
4. The dimension, pattern, and profile of the stream and floodplain above and below the structure shall
not be modified by widening the stream channel or reducing the depth of the stream.
5. All work shall be performed during low flow conditions.

North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
6. Heavy equipment must be operated from the banks rather than in the stream channel in order to
minimize sedimentation and reduce the likelihood of introducing other pollutants into the stream.
7. All mechanized equipment operated near surface waters must be regularly inspected and maintained
to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic
materials.
8. Upon completion of the project, the NCDOT shall complete and return the enclosed
"Certificate of Completion" form to notify NCDWQ when all work included in the §401
Certification has been completed. The responsible party shall complete the attached form
and return it to the 401/Wetlands Unit of the NC Division of Water Quality upon
completion of the project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition that 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.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Ms. Cynthia Van Der Wiele at 919.733.5715 or Ms.
Jennifer Frye of the Winston-Salem Regional Office at 336.771.4600.
Attachment
Pc
Wilmington District Corps of Engineers
Jean Manuele, USACE Raleigh Field Office
Jennifer Frye, NCDWQ Winston-Salem Regional Office
Central Files
File Copy

1
STA1t
STATE OF NORTH CAROLINA
DEPARTIVfNT OF TRANSPORTATION
MICHAEL F. EASLEY 1584 YANCEYVILLE STREET, GREENSBORO, NC 27415 LYNDo TIPPETT
GOVERNOR --.7 SECRETARY
May 13, 2002 ` `1? t t
NC DENR Division of Water Quality
1650 Mail Service Center
Raleigh, NC 27699
ATTN.: Ms. Cynthia Van der Wiele 7
Wetlands/401 Unit(; l ?( ',t
Dear Ms. Van der Wiele
SUBJECT: Guilford County, Upgrade of River Track Road (SR 2776) from an unpaved
secondary road to a paved secondary road.
Please find seven (7) copies a Pre-Construction Notification Application package attached for you
review. If you have any questions or need any additional information, please contact Lane Hall at
[phone] or Len Smith at [phone]. Your time and effort are appreciated.
Sincerely,
Lane Hall
District Engineer, District 2, Division 7
cc: Mrs. Jean Manuele, USACE
Mr. Lenwood Smith, II, PWS, NCDOT
Mr. J. Mike Mills, P.E., Division Engineer NCDOT
Mr. Frank Vernon, Area Roadside Field Operations Engineer
Mr. Kevin Hazelwood, Grade Crew Foreman
i
PHONE [phone] FAX[phone]
1
A
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY 1584 YANCEYVILLE STREET, GREENSBORO, NC 27415 LYNDO TIPPETT
GOVERNOR SECRETARY
May 13, 2002
US Army Corps of Engineers
Regulatory Field Office
6508 Falls of the Neuse Road, Suite 105
Raleigh, North Carolina 27615
ATTN.: Mrs. Jean Manuele
NCDOT Coordinator
SUBJECT: Guilford County, Upgrade of River Track Road (SR 2776) from an unpaved
secondary road to a paved secondary road.
Dear Mrs. Manuele:
The North Carolina Department of Transportation (NCDOT) proposes to upgrade River
Track Road (SR 2776) from an unpaved to a paved secondary road to reduce future maintenance
needs and increase traffic safety. This activity will result in impacts to a stream due to the
replacement and extension of a crossline pipe to facilitate travel lane and shoulder widening. Total
project length is 1.40 miles. The replacement, which is occurring in a US water within the Cape Fear
River Basin, is as follows:
Site Existing Pie Proposed Pie Stream type Impacts ft
1 40' of 72" CMP 60' of 95" X 67" CMPA Perennial 20 en , 20 tm , 20
Cumulative Impacts 20 en , 20(t m , 20
RCP = reinforced concrete pipe; CMP = Corrugated metal pipe; CMPA = Corrugated metal pipe arch.
en = enclosure; tmp = temporary, rp = rip rap energy dissipaters placed above ordinary high water.
Permanent impacts will result from stream enclosure and placement of rip rap energy dissipaters
above the ordinary high water mark on each side of the newly installed pipe (energy dissipaters will
be included within the confines of the temporary work area). Temporary impacts will result from the
placement of ABC aggregate or a less intrusive dewatering device within the stream during the
dewatering operation. Dewatering devices will be placed on both side of the pipe being replaced.
The road being upgraded is not a dead end; therefore, a temporary travel lane will not be constructed
as an on-site detour during dewatering of perennial streams. Within 15 working days of the of the
pipe replacement activity all dewatering structures and rock silt screens will be entirely removed and
natural stream contours will be restored and seeded.
PHONE [phone] FAX [phone]
yd r-".
+v?o?
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY 1584 YANCEYVILLE STREET, GREENSBORO, NC 27415
GovERNOR
LYNDo TIPPETT
SECRETARY
Mitigation is not anticipated, as the impacts to any individual stream do not exceed 150 feet. The
project is not located in a High Quality Water. The project will not impact an Essential Fisheries
Habitat. No Threatened or Endangered species were observed during field surveys conducted by
Len Smith for species known to occur in Guilford County (See the attached Endangered Species
Review Sheet for further information). Records from the NCDOT Historic Architect indicate that no
National Register, Study List, or Determination of Eligibility properties are located within the project
area. This project was reviewed as part of the 1999-2000 program; therefore, a Historic Compliance
Letter is unavailable. Secondary impacts will be minimized by strict enforcement of Best
Management Practices for the protection of surface waters, restrictions against the staging of
equipment in or adjacent to waters of the US, and coordination with the Division Environmental
Officer.
The NCDOT anticipates that the pipe replacement activity will be authorized under Nationwide
Permit (NWP) 14 and the dewatering operation will be authorized under NWP 33. This application
is intended as a request for formal written authorization from the USACE for dewatering activities
occurring under NWP 33. This application is also intended as request for written authorization from
the NC Division of Water Quality to replace the pipe under General Water Quality Certificate # 3375
(NWP 14). Enclosed please find the Pre-construction Notification Form and supporting
documentation for the above referenced project. Construction is anticipated to begin
as soon as practicable following authorization and take 4 weeks to complete,
If you have any questions or need any additional information, please contact Lane Hall at (336) 334-
3161 or Len Smith at [phone]. Your time and effort are appreciated.
PHONE [phone] FAX [phone]
STATE
.Q?d.
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY 1584 YANCEYVILLE STREET, GREENSBORO, NC 27415
GOVERNOR
Sincerely,
Lane Hall
District Engineer, District 2, Division 7
cc: Ms. Cynthia Van der Wiele, NCDWQ
Mr. Lenwood Smith, II, PWS, NCDOT
Mr. J. Mike Mills, P.E., Division Engineer NCDOT
Mr. Frank Vernon, Area Roadside Field Operations Engineer
Mr. Kevin Hazelwood, Grade Crew Foreman
LYNDO TIPPETT
SECRETARY
PHONE [phone] FAX [phone]
Office Use Only' Form Version October 2001
02 ? 2
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 14 and 33
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Mr. J M Mills P.E Division Engineer - Division 7
Mailing Address: P.O. Box 14996
Greensboro NC 27415
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Mr. S L Hall District 2 Engineer
Company Affiliation: NCDOT - Division 7
Mailing Address: 1584 Yanceyyille Street
Greensboro, NC
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: lhall a dot state.nc.us
Pagel of 8
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: River Track Road - SR 2776
2. T.I.P. Project Number or State Project Number (NCDOT Only):6.492107T (non-TIP)
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Guilford Nearest Town: McLeansville
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.):
The site is located north of McLeansville. From McLeansville proceed east on Frieden
Church Road (SR 2746) for ca. 3.25 miles and turn left onto High Rock Road (SR 2719)
Proceed ca. 3.44 miles on SR 2719 and turn left onto SR 2776 (SR 2889).
5. Site coordinates, if available (UTM or Lat/Long): See the attached USGS map.
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Forest
7. Property size (acres): N/A
8. Nearest body of water (stream/river/sound/ocean/lake): Reedy Fork, DWQ I.D. 16-11-(9)
9. River Basin: Cape Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littp:Hh2o.enr.state.nc.us/admin/maps/.)
Page 2 of 8
10. Describe the purpose of the proposed work: To upgrade an unpaved secondary road to a
12aved secondary road. Paving and widening are being conducted to reduce future
maintenance costs, bring the road up to current construction standards, and increase traffic
safety.
11. List the type of equipment to be used to construct the project: Road construction
equipment trackhoe, grader, backhoe, and bulldozer).
12. Describe the land use in the vicinity of this project:
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application:
N/A
VI. Proposed Impacts to Waters of the United Statcs/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 3 of 8
1. Wetland Impacts
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
(es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
N/A

* 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:/hv?inv. fcma.gov,
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif )

1
Pipe replacement 20(en)
20(tmp)
20( )
UT to Reedy Fork
8.0'
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 losstgain),
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
wwtiv.us2s.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., ww%v.topozone.com,
w*wxv.mnnquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 20- enclosure (en),
20- temporary (tmp), 20- rip rap(rp)
Page 4 of 8
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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.
Pine replacement and widenina activities are necessarv to increase travel lane and shoulder width
to current construction standards. Impacts will be minimized by strict enforcement of Best
Management Practices for the protection of wetland and surface waters, restrictions against the
staging of equipment in or adjacent to waters of the US, and coordination with the Division
Environmental Officer.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 5 of 8
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
littp://li2o.enr.state.iic.us/newetlands/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.
A findint; of insignificant impact is anticipated. Cumulative impacts are less than 150 feet.
The maximum amount of impact to a single stream is 40 linear feet. No Outstanding
Resource Waters, federally protected species or their habitats, or essential fishery habitats
occur in the project area. The project is not located in a High Quality Water.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at littp://li2o.enr.stite.nc.ushN,m/index.litin. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
Page 6 of 8
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been fmalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify N/A )?
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. act Zone* s mpe feet Multiplier M tq red

1 3
2 1.5
Total
Lone 1 extends out 3U feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 7 of 8
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 213 .0242 or.0260.
N/A
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
In accordance with the February 25, 1991 delegation agreement one copy of the sediment and
erosion control plan will be submitted to DENR - Division of Land Resources and NCDOT
Roadside Environmental Prior to construction.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIH. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No ?
Is this an after-the-fact permit application?
Yes ? No ?
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
ENDANGERED SPECIES REVIEW FOR DIVISION 7
DISTRICT 2
State Project # SR Number Road Name County
p 2 7- 2776 River Track Road Guilford
Guilford County
Bald Eagle (Haliaeetus leucocephalus). Lake Higgins Area.
Is the activity within the primary or secondary zone Yes ? No 21
James s in ussel (Pleurobenia collina) - Roanoke Basin
Habitat Survey Date. Investigator(s) Man-hours Comments/Findings
N/A
Potential Species (Listed in Nearby Counties)
Schweinitz's sunflower (Helianthus schweinitzii) May be surveyed for from late August to October
Habitat
J Survey Date Investigator(s) Man-hours Comments/Findings
No 11/16/01 Len Smith 1.0
General Notes/Comments:
...? ,•2" /V a
Division Environmental Officer ate
NATURAL RESOURCE EVALUATION SHEET
State Project # SR Number Road Name County Investigator(s)
Y 4 2-1 D ; T 2776 River Track Road Guilford Len Smith
Date: River Basin: Water Quality Designation Buffer Rules (Y/1)
11/16/01 Cape Fear C No
Primary Land Use Percent Residential Percent Agricultural: Percent Unmaintained:
Agriculture 20 60 20
T es of Unmaintained Upland Properties
Community
Type Dominant Tree(s) Dominant Shrub(s) Dominant Herb(s)
Virginia pine
forest Virginia pine Red maple Japanese honeysuckle
Woodlot White oak Virginia pine Broom-sedge, Asters .

Waters of the US
Streams
Station Stream Name Perennial or
Intermittent Ave. Wdth
OHW Ave. Dpth
OHW Ave. Wdth
OB Ave. Dpth
OB Notes
07+24 UT to Reed Fork Perennial 8.0' 1.0' 12.0' 4.0'

OHWM = Measurements made from Ordinary High Water Marker, TOB = Measurements made from the
Top of the Bank
Wetlands

Station Within 100-year
Floodplain Distance to
Nearest Stream
linear feet
Cowardin Classification
Dominant Plants
N/A

O en Water
Station Name of Waterbody
if applicable) Type of
Waterbod MAL Name of Waterbody
if applicable) Type of Waterbody
N/A

General Notes/Comments:
Division Environmental Officer ate
NCDOT
HAZARDOUS SPILL BASIN CHECKLIST
Division Seven County Guilford
River Basin Cape Fear
Project ID: 6.492107T
Bridge No: N/A
Route 2776 Stream UT to Reedy Fork
Water Quality Criteria
Yes No
Stream Crossing Blueline on USGS Z ?
ORW ?
WS I ?
WS II, III, or IV Crossing Within 0.5 mi. of W.S. Critical Area ? Z
Roadway Criteria
Route Designation Yes No
Arterial Urban ?
Arterial Rural ? Z
Additional Site Information:
Yes No
Is a Hazardous Spill Basin Required? ? Z
Criteria Based Upon NCDOT "Best Management Practices for the
Protection of Surface Waters" (March, 1997).
iNr .. PRPdSEt? {IiPRQVEMEITS
.
A7 MWM
s
, SR 2776 RISER TRACK
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E (NOW ON Purrs) .:MAQISON T0111lNSHIP ` =:: Gl?lLf ORD: COUNTY, N.C.
SHEET 1 OF 3 LENGTH 1'AO.MILES :.
# 6.4921.07T 60R. R11l '
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DATE : 8=16=00 SCALE : 1.00 . .
UTILMES ..
DI KE POWER CO. ;: .
t X SELL, .SOUTHTEL.'C0:
435.82 PIEDMONT NATURAL GAS CO.
2-07
2-05-35.RT :
; .. -
-.CABLE TELEVISION
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83.00''
:95.98'
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M
NES, H A
ON GUILFORD COUNTY
-3687.231..
60 Ft.'
RIGHT OF WAY .
Compacted•A B C,
TYPICAL CROSS - SECTION
Not To Scale ' ,
slope
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PROJECT LEGEND
POWER POLE LD GUY WIRE
E3 TELEPHONE PEDESTAL - FENCELINE
® WELL/ WELLHOUSE -'-- EXISTING R/W
EXISTINC IRON PIPE PROPOSED R/W
O IRON NOT FOUND
NOTE: ANY POINTS ON,MMI OTIIER TIIAN LEGEND POINT'S WI 1.1, 13E LABELED ON nIAP.
Erosion Control _ Sequence of Operations 2-26-92
1. Review Erosion Control Plans and Standards. Identify all
release points (outlets of crossline pipes, tail ditches,
roadway ditches; fill slopes, etc.)
2. Install all measures 2 release points prior to clearing &
grubbing. See Erosion Control Standards for proper
installation.
3. Begin grading operations - install all other measures as
grading progresses and monitor their effectiveness.' If
any measures need to be changed, consult Highway
Maintenance Engineer. Show changes on Erosion Control
Plans.
4. Locate all borrow pits and waste areas with their erosion
control measures on Erosion Control Plans *or attach a
separate sheet showing same.
5. Before moving to next job site, review all measures. for
effectiveness; make any adjustments, clean-outs, or-
repair; call Roadside Environmental Department for
installation of a ditch liner and seeding and mulching
of all disturbed areas.
6. Continue to check and maintain all measures after each
- significant rainfall until all disturbed areas become
stabilized
7. Fill in all silt basins and silt ditches; remove all silt
fences and slope drains; redistribute all: stone from silt
checks, sediment dams, and silt screens. Seed and-mulch
disturbed areas.
EROSION CONTROL LEGEND
TEMP. ROCK SED. DAM - TYPE A
TEMP. ROCK SED. DAM - TYPE B
TEMP. ROCK SILT CHECK DAM - TYPE B
JUti? F. G. ROVING OR E. C. MATTING
{ r r STONE LINER
TEMP. SILT FENCE
- RItSH-BARf??
ROCK SILT SCREEN
0 PIPE OUTLET PROTECTION
-a > EARTH BERM
TEMP. SLOPE DRAIN
-TSD- TEMP. SILT DITCH
n SILT BASIN - TYPE B (MIN. 10'x2'x3')

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N. C. D. 0. T.
BRIDGE MAINTENANCE UNIT
EROSION CONTROL SEQUENCE
AND CONSTRUCTION SEQUENCE
GUILFORD COUNTY
PIPE REPLACEMENT
S. R. N0. 7 7
PROJECT NO. 6 < zt l '-"? Ili 7 T'
DESCRIPTION: REMOVAL OF EXISTING PIPES OR PIPE AND REPLACE WITH
NEW PIPES OR PIPE 1 @ 2-f x 6 7 C/jt?A
I. CONSTRUCT DAM AT UPSTREAM AND DOWNSTREAM ENDS OF PIPE
USING ABC STONE
2. SILT FENCE WILL BE INSTALLED AS NEEDED.
3. USE WATER PUMP TO DIVERT WATER FROM UPSTREAM TO
DOWNSTREAM
4. PUMP WATER OUT OF EXCAVATION AREA INTO SILT BAG AND BEGIN
EXCAVATING AREA FOR NEW PIPE
5. INSTALL NEW PIPE OR PIPES, BACKFILL, STABILIZE BANKS WITH RIP
RAP AND REMOVE DOWNSTREAM DAM THEN UPSTREAM DAM
6. SEED AND MULCH AREAS NECESSARY
PREPARED BY ? DATE B GE MA PERVISOR
APPROVAL DATE ` ,30.62
DIVISI RIDGE MAINT. E INFER
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Name: OSSIPEE Location: 17 623896 E 4004757 N
Date: 5/8/2002 Caption: Location of the permitted activity - SR 2776
Scale: 1 inch equals 2000 feet
Copyright (C) 1997, Maptech, Inc.

View immediately upstream from the existing pipe - SR 2776.

i
View of the existing pipe outlet - SR 2776.
)AW
MICHAEL F. EASLEY
GOVERNOR
jy r
.? v.. W.
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
1584 YANCEYVILLE STREET, GREENSBORO, NC 27415
May 13, 2002
021112
LYNDO
JU " I 1 2002
MEMORANDUM TO: Ms. Cynthia Van der Wiele
Wetlands/401 Unit WA WETLANDS GROUP'
-----.._.._E ALITY SEC11
FROM: Lane Hall
District Engineer, District 2, Division 7
J
SUBJECT: Payment Information - Water Quality Certificate for Guilford County,
River Track Road (SR 2776)
In accordance with General Statute 143-215.3D(e) the following information if being provided to
facilitate payment of fees assdciated with the appropriate Water Quality Certificate:
• Certificates being requested: #3375 (NWP 14) and #3366 (NWP 33)
• Work Order Number : 6.492107T
f
• Amount of fei: $200
Sincerely,
Lane Hall
District Engineer, District 2, Division 7
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PHONE [phone] FAX [phone]