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3
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
1584 YANCEYVILLE STREET, GREENSBORO, NC 27415
June 19, 2006
Ms. Sue Homewood
NC DENR Division of Water Quality
585 Waughtown Street
Winston-Salem, NC 27107
(One Color Copy)
Mr. Todd Tugwell
U.S. Army Corps of Engineers
Regulatory Field Office
6508 Falls of the Neuse Road, Suite 105
Raleigh, North Carolina 2761
(Two Copies)
?? of ??ti? 0?
O
os Nis qTF? 6'
6
LYNDO TIPPE
SECRETARY
061026
SUBJECT: Rockingham County, Culvert Replacement with CM Pipe Arch on Settle Bridge
Road (SR 2145) crossing an unnamed tributary of Dan River. Project Number
7B.207914.8
To Whom It May Concern:
The North Carolina Department of Transportation (NCDOT) proposes to replace three lines of
culvert @ 72 ft X 62 inches on Settle Bridge Rd (SR 2145) with two lines of Corrugated Metal
(CM) Pipe Arch @ 137inch X 87 inch X 80 feet. The proposed work is being done in order to
reduce future maintenance needs and increase traffic safety. This activity will result in impacts to an
UT of Dan River. The NCDOT anticipates that the culvert replacement activity will be authorized
under Nationwide Permit (NWP) 14 and 33. This application is intended as a request for
Nationwides 14 and 33 from the US Army Corps of Engineers. This application is also intended to
serve as an application to the NC Division of Water Quality as according to General Water Quality
Certification. The following information is being provided to satisfy General Water Quality
Certificates.
PI10NE 336-334-3192 FAX [phone]
PROJECT INFORMATION
Road Name SR Number Project Length
(miles) Classification
Settle Bridge Road SR 2145 N/A Rural
River Basin: DWQ
ID Water Quality
Designation % Impervious Surface
Roanoke 22-(31.5) WS -IV N/A
Buffer Rules' Buffer Rule Conditions where applicable)

Protected Species
Presentb Mapped Historic
Pro erti& CAMA
AEC Essential Fishery
Habitat
No (See attached
letters No No No
'Separate documentation attached as needed: b See the attached Endangered Species Review Sheet for further
information: 'When Applicable - See the attached Historic Review Letter for further information
BRIDGE REPLACEMENT INFORMATION
Site N/A Stream Type Perennial
(Station)
Existing Three pipes @ 72 ft X 62 Inches Proposed 2 @ 137" X 87"X 80'L
Culvert Pie CMPA
Construction Pump Around Dewatering ABC Aggregate
Method Device*
Burial Depth One Foot E/C Plan See Attached
Date
Construction As soon as practicable Duration 15 days
Date
impacts (ft.) Eight fin. ft-enclosure; 40 lin. ft-rip-rap; Approx. 50 sq.ft temporary
Special
Conditions
Restoration Within 15 working days of the of the pipe replacement the natural stream
Plan contours will be restored and seeded. Temporary silt screens placed along
shoreline will be cleaned and removed following vegetation establishment.
RCP = reinforced concrete pipe; CMP = Corrugated metal pipe; CMPA = Corrugated metal pipe arch; E/C =
Erosion control. *A less intrusive dewatering device may be used in lieu of the one proposed.
-2-
MINIMIZATION INFORMATION
Impacts will be minimized by strict enforcement of Best Management Practices for the protection of
surface waters and wetlands, restrictions against the staging of equipment in or adjacent to waters of
the US, and coordination (including a pre-construction meeting) with the Division Environmental
Officer.
MITIGATION INFORMATION
Stream mitigation is not anticipated, as the impacts to any individual stream do not exceed 150 feet
Wetland mitigation is not anticipated, as wetland impacts do not exceed 0.10 acres and do not occur
in a unique natural wetland.
APPLICATION INFORMATION
Enclosed please find the Pre-construction Notification Form and supporting documentation for the
above referenced project. If you have any questions or need any additional information, please
contact Dennis Johnson at [phone] or Jerry Parker at [phone]. Your time and effort
are appreciated.
Sincerely,
.W a&
Mr. M. ills, P.E.
Divisi gineer, Division 7
cc: Mr. Jerry Parker, Division Environmental Officer
Mr. Herbert McDowell, District Engineer
Mr. Dennis Johnson, Bridge Maintenance Engineer
Rockingham County Maintenance Engineer
Mr. Barry Harrington, Area Roadside Field Operations Engineer
Wetlands/401 Unit NCDENR DWQ Raleigh (Six Copies)
-3-
Office Use Only: Form Version October 2001
2006
USACE Action ID No. DWQ No. 1 0 2 6
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. 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 & 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
Owner/Applicant Information
Name: Mr. J.M. Mills, P.E, Division Enaineer - 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: Jerry Parker
Company Affiliation: NCDOT - Division 7
Mailing Address: 1584 Yanceyville Street
Greensboro NC 27415
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
Page 1 of 9
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: Settle Bridge Road Culvert Replacement SR 2145)
2. T.I.P. Project Number or State Project Number (NCDOT Only):#7B.207914.8 (non-TIP)
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Rockingham Nearest Town: Pleasantville
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From NC 220 N (Battle rg_ound
Ave) in Greensboro go approximately 15 miles north of Greensboro to NC 704 near Madison
in Rockingham County. Turn right (east) on NC 704 and go approximately seven miles
through Pleasantville to Crowder Road (SR 2259). Turn left on Crowder Road (SR 2259)
and go approximately 1.3 miles to Settle Bridge Road (SR 2145). Turn right and site is
approximately 0.1 miles.
5. Site coordinates, if available (UTM or Lat/Long): See the attached USGS mangy
(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:
Low density residential. Agriculture and forest.
7. Property size (acres): N/A
Page 2 of 9
8. Nearest body of water (stream/river/sound/ocean/lake): UT to Dan River
9. River Basin: Roanoke
(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/map-21/.)
10. Describe the purpose of the proposed work: To replace structurally deficient three pipes (a
72ft X 62 inch CMP with two lines (2 137" X 87" X 80 foot Corrugated Metal Pipe Arch.
(CMPA) The pipes are being replaced to improve traffic safety and bring the site 0 to
current construction standards Best Management Practices will be utilized for the removal
of the existing bridge.
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: Rural Low density residential and
agricultural farmland.
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:
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
Page 3 of 9
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.
1. Wetland Impacts
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
eslno 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 llttp://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
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)

Culvert Site Culvert
replacement 8 ft(en)
50sf(tmp)
40ft(rp)
UT to Dan River
6 to 10 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.cotn,
www.mapqnest.com, etc.).
Page 4 of 9
Cumulative impacts (linear distance in feet) to all streams on site: The cumuative impacts
are - 60 linear feet enclosure (en), 50 square feet- temporary (tmp), 40 linear feet- rip rap
(rp)
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
(if applicable) Wat) 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.
Culvert _replacement activities are necessary to improve traffic safety and bring site up to current
construction standards. Impacts will be minimized by strict enforcement of Best Mana ement
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. Best Management Practices will also be utilized during the demolition of the old bridge_
Page 5 of 9
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.
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.
A finding of insignificant impact is anticipated. Cumulative impacts are less than 150 feet.
The maximum amount of new permanent impact to a the stream is eight 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 Mtn://li2o.enr.state.nc.tis/w[p/index.htin. If
Page 6 of 9
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
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 El
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 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.
Page 7 of 9
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
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.
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 Februarv 25. 1991 delegation agreement one conv of the sediment and
erosion control plan will be submitted to DENR - Division of Land Resources and NCDOT
Roadside Environmental Prior to construction.
XH. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application?
Yes X No _
Page 8 of 9
X1V. 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).
- ZI-0&
Applic t/A ent's Signature Date
(Agent' signalize is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
County Rockingham -0
Pipeline 308 P?aer Basin
Settle Bridge Rd SR- 2145
Project NO. 76.207914.53 Description: Remove existing 3 @ 72'X 62' CMP and replace
with 2 @ 137 X 87 X 80' CMPA
1 Install coffer dam at both ends of pipe to divert stream into outside oioeline
usoong abc stone underlain with filter frabic.
2 Excavate and remove the other 2 lines of pipe. Install silt fences and other
erosion control devises as needed.
3 Pump water from excavated area into silt bag underlain with straw or clean stone.
4 Excavate area and put in base for pipe using abc stone to 1' below stream bed.
5 Install 2 @ 137"X 87"X 80' lines ans backfill.
6 Turn water into outside line of 137" X 87" X 80' using coffer dam with abc stone
underlain with filter frabic.
7 Excavate and remove pipeline # 3.
8 Backfill excavated area.
9 Install rip rap and seed and mulch all excavated areas.
10 Remove all erosion control devises after vegatation is established.
Prepared By: W. D. Watkins
Approval Div. Bridge Engineer
Approx. starting date 98M 3Q
y - III - ou
Transportation Supervisor 111
: % Date
Date: 02/08/06
3-V-DU
County Rockingham
Pipeline 308
Settle Bridge Rd SR- 2145
Project No. 7B.207914.8
sequence1
offer dam
I? 1 @ 72' X 62'
[silt bag UMP
1 72' x 62'
1@72"X62'
Cape Fear River Basin
coffer dam abc stone underlain with
filter frabic
1
2
?-stream flow
3
1 Install coffer dams at each ends of pipe to divert water into pipe # 3
2 Excavate and remove lines 1 and 2. Install silt fences as needed.
3 Pump water from excavated area into silt bag underlain with straw
or # 57 stone
4 Put in abc stone for base to 1' below stream bed
5 Install 2 @ 137 X 87 X 80' CMPA and backfill.
County Rockingham
Pipeline 308
Settle Bridge Rd SR- 2145
Project No. 7B.207914.8
Cape Fear River Basin
sequence 2
1 ` @ 137 X 87 X 80'
coffer dam --? 1 @ 137 X 87 X 80'
1'
4 stream flow
2 coffer dam
silt bag
Remove pipeline # 3
6 Turn water into outside line of pipe using coffer dam with abc stone underlain with
filter frabic
7 Excavate and remove pipeline # 3
8 Pump water from excavated area into silt bag
9 Backfill excavated area.
County Rockingham
Pipeline 308
Settle Bridge Rd SR- 2145 Cape Fear River Basin
Project No 7B.207914.8
R sequence 3
d
1 @ 137''X 87'X 80`; 1 --? ,
O. O
@ 137 X 87 X 80' 20 f---stream flow
O a
10 Install rip rap as needed and seed and mulch all excavated areas
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Name: SOUTHWEST EDEN Location: 036° 24'23.7" N 079° 48'59.5" W
Date: 6/20/2006 Caption: Settle Bridge Road (SR 2145)
Scale: 1 inch equals 2000 feet Rockingham County

e.

Settle Bridge Rd (SR 2145)-Downstream view from road.
Settle Bridge Rd (SR 2145)-Upstream view from road.
i it