20020250 Ver 1_Complete File_20020219

F WA]F Michael F. Easley, Governor
\O?0 'T G William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
r Gregory J. Thorpe, Ph.D.
> Acting Director
p Division of Water Quality
February 21, 2002
Rockingham County
DWQ Project No. 020250
Extension of a 48-inch RCP under SR 2404 (Butler Dairy Road)
APPROVAL of 401 Water Quality Certification with Additional Conditions: MODIFICATION
Mr. John B. Hunsinger, District Engineer
NCDOT Division 7
1584 Yanceyville Street
Greensboro, NC 27415
Dear Mr. Hunsinger:
You have our approval, in accordance with the attached conditions and those listed below, to
permanently impact 38 linear feet of stream, and temporarily impact 40 linear feet of an unnamed
tributary to Troublesome Creek for the purpose of upgrading SR 2404 (Butler Dairy Road) in
Rockingham County. The project must be constructed in accordance with your application dated 11
December 2001 (received February. 19, 2002). After reviewing your application, we have decided
that this project is covered by General Water Quality Certification Number 3289. This certification
corresponds to Nationwide Permit 14 issued by the Corps of Engineers. In addition, you must 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. For this approval to be valid, you must follow the conditions listed in the
attached certification.
This approval is valid solely for the purpose and design described in your application (unless
modified below). Should your project change, you must notify the DWQ in writing, and submit 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 the conditions. If the proposed fill
is in excess of 150 linear feet of stream length or 1 acre of wetlands, compensatory mitigation will
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. Nonpoint Source and Stormwater Pollution requirements for WS-IV Waters as specified in 15A
NCAC 2B .0216.
2. Sedimentation and Erosion Control Guidelines for Sensitive Watersheds (15A NCAC 4B .0024)
must be implemented prior to any ground-disturbing activities to minimize impacts to
downstream aquatic resources. Temporary or permanent herbaceous vegetation must be planted
on all bare soil within 15 days of ground-disturbing activities to provide long term erosion
control. See also NCDOT's Best Management Practices for the Protection of Surface Waters
(March 1997).
3. The culvert required for this project shall be installed in such a manner that the original stream
profile is not altered (i.e. the depth of the channel must not be reduced by a widening of the
streambed). Existing stream dimensions are to be maintained above and below locations of
culvert extensions. The pine shall be installed one foot below the stream to allow for fish and
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/ncwetiands/
other aquatic movement. If the existing pipe is perched, then it shall be taken out and installed to
allow for passage of aquatic life.
4. All work shall be performed during low flow conditions.
5. 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.
6. The presence of equipment in the channels must be minimized. Under no circumstances must
rock, sand or other materials be dredged from the wetted stream channel under authorization of
this permit, except in the immediate vicinity of the culverts.
7. Existing vegetated buffers shall not be mowed in order to utilize it for storm water sheet flow.
8. Use of rip-rap for bank stabilization is to be minimized; rather, native vegetation is to be planted
when practical. If necessary, rip-rap must be limited to the stream bank below the high water
mark, and vegetation must be used for stabilization above high water.
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.
Sincerely.
Attachment
Pc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
NCDWQ Winston-Salem Regional Office
Central Files
File Copy
J. Thorpe, Ph.
Director 51
i
?. s
FILE COPY
a..? SfATF°
0202 50
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
December 11, 2001
NC DENR Division of Water Quality
1650 Mail Service Center
Raleigh, NC 27699
i UED
t
FFRI?
ATTN: Ms. Cynthia Van Der Wiele
Wetlands/401 Unit
Dear Ms. Van Der Wiele:

SUBJECT: Rockingham County, Extension of a 48-inch Reinforced Concrete Pipe under Butler
Dairy Road (SR 2404)
Please find seven (7) copies a Pre-Construction Notification Application package for the
aforementioned activity. If you have any questions or need any additional information, please
contact John Hunsinger at [phone] or Len Smith at [phone]. Thank you for your
time and assistance.
Sincerely,
? John Hunsinger
District Engineer
attachments
cc: Mrs. Jean Manuele, USACE
Mr. Lenwood Smith, II, NCDOT
R??E1U LD
P.O. Box 2513, Reidsville, N.C. 27323-2513 Telephone No. [phone] Fax No. [phone]
?.57A7F ?
Man.
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY 1584 YANCEYVILLE STREET, GREENSBORO, NC 27415 LYNDO TIPPETT
GOVERNOR
SECRETARY
December 11, 2001
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: Rockingham County, Upgrade of Butler Dairy Road (SR 2404) from an unpaved
secondary road to a paved secondary road.
Dear Mrs. Manuele:
The North Carolina Department of Transportation (NCDOT) proposes to upgrade Butler Dairy
Road (SR 2404) 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 0.8 miles. The replacement, which is occurring in a US water within the Cape Fear River
Basin, is as follows:
Site Existing Pipe Proposed Pipe Stream type Impacts (ft)
1 32-feet of 48-inch RCP 60-feet of 48-inch RCP Perennial 28 (en), 40 (tmp), 10 (rp)
Cumulative Impacts 28 (en), 40 (tmp), 10 (rp)
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 a dead end; therefore, a temporary travel lane will be needed for an on-
site detour. Within 15 working days of the of the pipe replacement activity all dewatering structures
will be entirely removed and natural stream contours will be restored and seeded.
PHONE [phone] FAX [phone]
0
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY 1584 YANCEYVILLE STREET, GREENSBORO, NC 27415 LYNDo TIPPETT
GOVERNOR SECRETARY
Required 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 Rockingham 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
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 # 3289
(NWP 14). Enclosed please find the project site map and the pre-construction notification form for
the above referenced project. Construction is anticipated to begin
as soon as practicable following authorization and take 2 week to complete.
If you have any questions or need any additional information, please contact
John Hunsinger at [phone] or Len Smith at [phone]. Your time and effort are
appreciated.
Sincerely,
a' X. XL'?
John B. Hunsinger
District Engineer, District 3, Division 7
cc: Ms. Cynthia Van der Wiele, NCDWQ
Mr. Lenwood Smith, II, PWS, NCDOT 6?a 1 211"16)
PHONE [phone] FAX [phone]
Office Use Only: Form Version October 2001
USACE Action ID No. DWQ No 020250
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
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: mmillsndot.state.nc.us
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: John B. Hunsinger
Company Affiliation: District Engineer - District 3
Mailing Address: P.O. Box 2513
Reidsville, NC 27323-2513
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: ihunsinger(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: SR 2404 - Butler Dairy Road
2. T.I.P. Project Number or State Project Number (NCDOT Only):6.512576 (non-TIP)
3. Property Identification Number (Tax PIN):
4. Location
County: Rockingham Nearest Town: Reidsville
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.):
From Reidsville City Limits on US 158 West, go west 0.3 miles then right on SR 2406 -
Iron Works Road. Go 4 miles to SR 2404 - Butler Dairy Road (on left).
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:
Residential and agricultural
7. Property size (acres):
Nearest body of water (stream/river/sound/ocean/lake): unnamed tributary to Troublesome
Creek
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 http://h2o.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
paved 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:
Residential and agricultural
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any 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 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 3 of 8
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. Wetland Impacts
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***
N/A

LIsi 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 htip://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of 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 Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on map) (linear feet) Before Impact (please specify)
28 (en)
1 Pipe replacement 40 (tmp) Unnamed 4 feet Perennial
*
10 (rp)
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.Qov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mgpquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 28 - enclosure (en),
40 - temporary (tmp) 10 - rip rap (rp)
Page 4 of 8
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 map)
Type of Impact* Area of
Impact
(acres)
(if Name applicable) Wateplicabllee) 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 F_j 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.
Pipe replacement and widening activities are necessary 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
httl2://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.
A finding of insignificant impact is anticipated Cumulative impacts are less than 150 feet
The maximum amount of impact to a single stream is 38 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 hitp://h2o.enr.state.nc.us/m?M/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
Page 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 E 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 F] 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 F_? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 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.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
c.vuc 1 cxLcuub vul Jv 1CU pcrpmuicuiar from near oanx oI cnannei; /-one L 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 2B .0242 or.0260.
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.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No El
Is this an after-the-fact permit application?
Yes F? No 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).
(/Agent's Signature O 'Datd
signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
NATURAL RESOURCE EVALUATION SHEET
State Project # SR Number Road Name:= County Investigator(s)
2404 Butler Dairy Road Rockingham Len Smith
Date: River Basin: Water Quality Designation Buffer Rules (Y/1)
08/01/01 Cape Fear WS-III 1.0 miles from C.A. No
Primary Land Use Percent Residential Percent Agricultural: Percent Unmaintained:
Agriculture 20 60 20
Types of Unmaintained Upland Properties
Community
Type Dominant Tree(s) Dominant Shrub(s) Dominant Herb(s)
Mesic mixed
hardwood white oak, southern red oak black cherry, serviceberry
low bush blueberry Absent

Waters of the US
Streams
M.M. Stream Name Perennial or Ave. Wdth Ave. Dpth Ave. Wdth Ave. Dpth Notes
Intermittent (OHWM) (OHWM) OB OB
Stream
0.3 UT to Troublesome Perennial 10.0' 1.0'
0
S 3.0' connects two
Creek • manmade
ds

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

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

Open Water
M.M. Name of Waterbody
if applicable) Type of
Waterbod M.M. Name of Waterbody
if applicable) Type of Waterbody
N/A

General Notes/Comments:
Division Environmental Officer Date
ENDANGERED SPECIES REVIEW FOR DIVISION 7
DISTRICT 3
S
F tate Pro'eet #
SR Number
Road Name
County
2404 Butler Dairy Road Rockingham
Caswell County
James s utymussel (Pleurobema collina - Roanoke Basin
Habitat Survey Date Investigator(s) Man-hours Comments/Findings
N/A
Rockingham County
Smooth Coneflower (Echinacea laevieata) Mav be surveved for from June to Sentemher
Habitat Survey Date Investigator(s) Man-hours Comments/Findings
No 08/01/01 Len Smith 1.0
James s in ussel (Pleurobema 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)- Rockingham County - May be surveyed for from late
Aueust to October
Habitat Survey Date Investigator(s) Man-hours Comments/Findings
No 08/01/01 Len Smith 1.0
Small anthered bittercress (Cardamine micraruhera) - Rockingham and Caswell Counties (Roanoke Basin)
May be surve ed for in A ril and May
Habitat Survey Date Investigator(s) Man-hours Comments/Findings
N/A
General Notes/Comments:
Division Environmental Officer ate
NCDOT
HAZARDOUS SPILL BASIN CHECKLIST
Division:Seven County: Rockingham Project ID: 6.512576
River Basin: Cape Fear Bridge No: N/A
Route: 2404
Water Quality Criteria:
Stream: UT to Troublesome Creek
Yes No
Stream Crossing Blue Line On USGS C C
ORW E. E
WSI G. C
WS II1III OR IV, Crossing Within 0.5mi of W. S. Critical Area C E
Roadway Criteria:
Route Designation-
Yes No
Arterial Urban C F,
Arterial Rural. C C
Additional Site Information:
Yes No
Is a Hazardous Spill Basin Required? C E,
Criteria Based Upon NCDOT "Best Management Practices for the
Protection of Surface Waters" (March, 1997).
December 11, 2001
Site 1
Construction Sequence and Erosion Control Plan for Replacement of
Pipe with Pipe using an On-site Detour - Rockingham County, SR 2404
Work to begin as soon as practicable following authorization.
Construction is anticipated to take 2 weeks.
1. Install a rock silt dam downstream of the work area to prevent incidental sediment
loss.
2. Install ABC aggregate or a less intrusive dewatering device to allow dewatering of the
work area.
3. Install pumps to divert flow around the work area.
4. Place a temporary extension at one end of the existing pipe to allow a travel lane
shift.
5. Place a temporary detour over the temporary extension.
6. Opposite the detour, remove existing RC pipe to at least the centerline of the
roadway.
7. Excavate to sufficient depth to allow burial of the pipe to 1', place base stone, and
sections of 20' long 48" RC pipe.
8. Backfill the new section of pipe and place riprap only as needed.
9. Place the temporary detour over the new sections of pipe.
10. Remove remaining sections of pipe.
11. Excavate to sufficient depth to allow burial of the pipe to 1', place base stone, and
sections of 20' long 48" RC pipe.
12. Backfill the new section of pipe and place riprap riprap only as needed.
13. Remove the dewatering device and restore the natural stream contours.
14. Place final roadway in desired location.
15. Notify landscape department for final seeding.
16. Silt fences to be placed as site conditions require.
17. A 10' X 15' dirt bag will be used to remove excess water in the hole where the new
pipe is being replaced.
18. Site conditions and weather may alter these plans.
19. A pump around system may not be utilized if site conditions allow.
DIVISION OF HIGHWAYS
PLAN AND PROFILE FOR PROPOSED SECONDARY ROAD IMPROVEMENT
SR 2404 BUTLER DAIRY ROAD
ROCKINGHAM COUNTY - SIMPSONVILLE TOWNSHIP
LENGTH 0.79 MILES 50' RIGHT OF WAY
W.O. SEPTEMBER 14, 2001
UTILITIES: DUKE ENERGY
BELLSOUTH
HORIZONTAL SCALE 1" =100' / VERTICAL SCALE 1" = 20'
100 0 io 200
LOCATION: 1.1 MILES NORTHWEST OF SR2422 OFF SR 2406
TYPE OF WORK: GRADE, DRAIN, BASE AND PAVE
Y. o
1001, ? /
2406
2405
1001
2404
I 2422
393 "
VICINITY MAP (N T S)
PROJECT LEGEND
POWER POLE GUY WIRE
TELEPHONE PEDESTAL
® WELL/ WELL jiousE.
® EXISTING IRON PIPE
O IRON NOT POUND
"- FENCELINE
-- EXISTING R/W
PROPOSED R/W
NOTE': ANY POINTS ON \•IAP OTIIE'R TIIAN LEGEND POINT'S WILL BE LABELED ON ASAP.
EROSION CONTROL LEGEND
Erosion Control _ Sequence of operations 2-26-92
1. Review Erosion Control Plans and Standards. identify all
release points (outlets of crossline pines, 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.' Zf
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.
cn?
TEMP. ROCK SED. DAM - TYPE A
® TEMP. ROCK SED. DAM - TYPE B
>0- TEMP. ROCK SILT CHECK DAM - TYPE B
?fL-- F. G. ROVING OR E. C. MATTING
r I -
r STONE LINER
H! !I' TEMP. SILT FENCE
0 PIPE OUTLET PROTECTION
--> - ? EARTH BERM
TEMP. SLOPE DRAIN
TSD- TEMP. SILT DITCH
D SILT BASIN - TYPE B (MIN. IO'x2'x3')
L7RIIJI0713 v\I?-
C?x ROCK SILT SCREEN
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Name: BETHANY Location: 17 611281 E 4019177 N
Date: 12/11/2001 Caption: Location of the permitted activity - SR 2404 j
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Scale: 1 inch equals
Convrin,ht (M 1997. Wntech- Inc
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View of the existing pipe inlet - SR 2404
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View immediately upstream from the existing pipe - SR 2404
View of the existing pipe outlet - SR 2404
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View immediately downstream from the existing pipe - SR 2404

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STATE OF NORTH CAROLINA
DEPARTNM-NT OF TVANSP®RTATI®N
MICHAEL F. EASLEY
GOVERNOR
December 13, 2001
Mike Mills, PE
Division Engineer
1584 Yanceyville Street
Greensboro, NC 27415-4996
CS-4 02-16-44
Dear Mr. Mills:
(Please Distribute to Division/District Maintenance Engineers and DEO):
LYNDO TIPPETT
SECRETARY
The NCDOT I-Estoric Architecture Section has received your county commission-approved 2001-2002
Secondary Roads Rural Paving Program. We have map-checked all submitted roads at the NC State
Historic Preservation Office (SHPO) for the following currently designated historic property types:
National Register (NR), Study List (SL), and Determined Eligible (DOE) properties. Based on the map-
check reviews, we are writing (1) to inform you of the current historic compliance status for your SR
Rural Paving Program; (2) to notif< you of the SR projects that definitely will require our fieldwork; (3) to
provide you with information that can be included (or attached) in your cover letter for a Pre-Construction
Notification.
If coordination is required, the NCDOT staff architectural historian will notify the Division/District
Maintenance Engineers to start a mitigation effort involving environmental commitment agreeable to all
parties. Documentation will be coordinated by the staff architectural historian with the Division
Environmental Officer.
When additional SR projects are added to a Program, individual updates will be sent to the
Division/District Maintenance Engineers and the DEO. All status updates can be tracked on the Division
Support website. If there are errors or omissions in this letter or on the website, please e-mail your
NCDOT staff architectural historian or call the Division Coordinator, Richard Silverman, 919-733-7844
x298.
Sincerely,
Richard L. Silverman
Attachment
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1548 MAIL SERVICE CENTER
TELEPHONE: [phone]
FAX: [phone]
WEBSITE. WWW.DOH.DOT.STATE.NC.US
LOCATION:
TRANSPORTATION BUILDING
1 SOUTH WILMINGTON STREET
RALEIGH NC
I

HISTORIC ARCHITECTURE S'T'A'T'US REVIEW SHEET
NCDOT Secondary Roads Rural Paving Projects
The county-commission approved 2001-2002 SR Rural Paving Program for Division 7 has been map-
checked at the NC Historic Preservation Office by NCDOT Architectural Historians. The results of this
map-check should be included in your Pre-Construction Notification application (by attachment of this
document with the applicable SR# circled or by inclusion in your own letter).
Historic Properties Present (NR, SL, or DOE)
Status: THE DIVISION WILL NOT PROCEED until compliance work is completed by NCDOT
Historic Architecture and Concurrence has been obtained from the NC State Historic Preservation
Office
Further Information & Scheduling: Contact your assigned Architectural Historian or go to
http://E««v dot state nc us/planninJpe/histarchi/divsUDort/
Based on a review of USGS county survey quad maps at the SHPO, the following roads have
properties that are currently designated as historic. Please do not proceed with construction until
compliance work is completed by the Historic Architecture Section. We will be in contact with the
Division/District Maintenance Engineers and the Division Environmental Officer to coordinate this
effort. Please note: not all NR, SL, or DOE properties will necessarily require mitigation. We will
work with the Division and District Maintenance Engineers if environmental commitments are
required. At any time, if you are not in agreement with the proposed mitigation efforts, please contact
Richard Silverman, Division Coordinator at 919-733-7844 x298.
Alamance: SR 1107 (NR)
Orange: None
Guilford: None
Caswell: None
Rockingham: None

I ?
HISTORIC ARCHITECTURE STATUS REVIEW SKEET (Continued)
NCDOT Secondary Roads Rural Paving Projects
No Designated Historic Properties Present (NO NR/SL/DOE)
Status for projects with No Federal Permit: PROCEED
Status for projects with a Federal Permit anticipated: PROCEED WITH CONDITIONS
(see below)
Further Information & Scheduling: Contact your assigned Architectural Historian or go to
-iJ
dot. statc.nc.lush)laluainEhoe/ sta chi(di 7St11)1 01
Based on a review of USGS county survey quad maps at the HPO, the following roads do not have
properties that are currently designated historic. The Division may proceed with construction with the
following conditions: If the Division applies for a Federal Permit, the NC State Historic Preservation
Office (SHPO) may request additional fieldwork, (usually to identify Potentially Eligible properties).
Typically this request is made for counties where historic resource surveys have not been completed
or are out-of-date. If additional historic properties are identified, fiurther coordination, including
environmental commitments, may be required as part of the project. For SR Projects where no
Federal Permit is to be applied for, no further compliance work is anticipated by NCDOT. Those
projects may proceed unconditionally.
Alamance: SR 2384, 2333, 1191, 1565, 1502, 2012, 1758, 2013, 1584C
Orange: SR 1115, 1503, 1368, 1302, 1359, 1132, 1529, 1897
Guilford: SR 2035, 3382, 2102, 3524, 2771, 2833, 1140N, 11405, 3105E, 2762, 3344, 3083,
2904W, 1827, 3359
Caswell: SR 1608, 1755, 1569, 1758, 1109, 1601, 1332, 1712, 1344, 1313, 1172, 1551, 1570
Rockingham: SR 1163, 2628, 2405, 2404, 1377, 2187, 2713, 2197, 2339, 1383, 1934, 1217,
1111, 2259, 2559, 1122, 2024, 21,33,2382N, 2156, 2388, 2425, 1397