20070285 Ver 1_Application_20070221

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S'i'A"I'G OF NORTH CAROLINA Np STpR'~~9 F<''~' ,
DI:1'AK7'MENT OF TRANSPOR'I'A7'ION Rg~~Ch'
MICHAEL F. EASLEY P. O. Box 25201, Raleigh, NC 27611-5202 LYNDO TIPPE"l"C
GOVERNOR PHONE: [phone] SECRETARY
February 9, 2007
Mr. Monte Matthews
U. S. Army Corps of Engineers
Raleigh Regulatory Field Office O n
6508 Falls of the Neuse Rd, Suite 120
Raleigh, NC 27615
Subject: Nationwide Permit #3
US 52 Slope Failure
Sorry County, North Carolina
Project Number: 110.086001 (No DWQ Permit Fee Required)
Dear Mr. Matthews:
The NC Department of Transportation is scheduled to repair a severely eroded ditch line adjacent
to the southbound lane of US 52, just south of its intersection with SR 1648 in Mt. Airy. If not
repaired, the ongoing erosion problem threatens to undermine the guardrail and shoulder of US
52. This area receives stormwater discharge from the highway and over the years has degraded to
a point where groundwater is now emanating from a portion of this ditch. In order to correct this
situation, we are proposing to fill and mat the southern portion of this ditch line. 115 linear feet
of under drain will be installed in the portion of the ditch were water has popped up on the
northern end of our construction area. Sue Homewood reviewed this site several months ago and
had no objection to our proposed solution.
This ditch line drains to an unnamed tributary of Lovills Creek (Class: C). This project will have
no effect on any federally listed endangered plant or animal species. The project impacts are
minor in nature and should not remove or degrade existing water quality uses. All appropriate
BMPs will be used during construction.
Attached is a Preconstruction Notification Form, plan sheets, a marked county map, a marked
topography map and photographs.
We would like to begin construction as soon as possible. If further information is required, please
let me know. Your early review and consideration will be appreciated.
P. O.13ox 250, N. WILKESdORO. NC 28659
PHONE [phone] Fnx [phone]

Mr. Monte Matthews
US 52 slope failure
Page 2
February 9, 2007
Sincerely,
Heath Slaughter
Division Environmental Officer
Enclosures
cc: Monte Matthews, US Army Corps of Engineers (1 additional copy)
John Hennessy, Division of Water Quality (2 copies)
Ron Linville, NCWRC
Mike Pettyjohn, PE, Division Engineer
Brandon Whitaker, PE, District Engineer
Mark Williams, County N(aintenance Engineer
Heath Slaughter, Division Environmental Officer
Neil Trivette, Area Roadside Environmental Engineer

Office Use Only: Form Version April 2001
20070285
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.
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
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: North Carolina Department of Transportation
Mailing Address: P. O. Box 250, North Wilkesboro, NC 28659
Telephone Number:~336) 903-9202 Fax Number:~336) 667-4549
E-mail Address:_ hslauuhterna,dot.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: Heath Slaughter, Division Environmental Officer
Company Affiliation: North Carolina Department of Transportation
Mailing Address: P. O. Box 250, North Wilkesboro, NC 28659
Telephone Number: [phone] Fax Number:_(336) 667-4549
E-mail Address:_ hslauehter(a,dot.state.nc.us
Page 3 of 12

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by l7-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 ofproject: US 52 slope failure
2. Project Number (NCDOT Only): 11 C.086001
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Surry Nearest Town: Mt. Airy
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): See attached SR map.
5. Site coordinates, if available (UTM or Lat/Long):
DD: 36.51342 N 80.62591 W
(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:
7. Property size (acres): Approximately 0.2 acres.
8. Nearest body of water (stream/river/sound/ocean/lake): UT to Lovills Creek (Class: C~
9. River Basin: Yadkin
(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 4 of 12

10. Describe the purpose of the proposed work: Shore up slope and stabilize ditch line
11. List the type of equipment to be used to construct the project: Trackhoe/backhoe, and dump
trucks.
12. Describe the land use in the vicinity of this project: Urban
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 USAGE 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 I~TCDOT project,
list and describe permits issued for prior segments of the same T.LP. 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
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 5 of 12

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

L,ISI each rmpact separately and idenuty temporary impacts. Impacts include, but are not limited lo: mechanized clearing, grading, till,
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 Agencys (FEMA) Flood Insurance Kate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at I-800-358-9616, or
online at http://+r++w.fema.aov.
*** List a wetland type that best describes wetland to he impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina E3ay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property:
Total area of wetland impact proposed: 0
2. Stream Impacts, including all intermittent and perennial streams
Stream Im act
p
Site Number
(indicate on map)

Type of Impact* Len th of
g
Impact
(linear feet)

Stream Name** Average
Width of
Stream Before

[m act
Perennial or
Intermittent?
(please specify)
Eroded Ditch Underdrain
installation I I S feet UT to Lovills Creek 1 foot Intermittent

List eacn unpact separatety and rdenuty temporary impacts. Impacts include, but are not limited tu: culverts and assuciatcxl rip-rap,
dams (separately list impacts due to both struc,KUre 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 li:wtprint for both the original and relocated streams must be included.
** Stream names can he found on USGS topographic maps. If a stream has no name, list as Uf (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
++~+'+v.uses.~ov. Several Internet sites also allow direct download and printing of USGS maps (e.g., +++v++.touozone.com,
www.mapcLuesLcom, cKc.).
Cumulative impacts (linear distance in feet) to all streams on site: 115 linear feet
Page 6 of 12

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,
ba ,ocean, etc.

gist eacn m;~pact separately and identity temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, dr;iinage, 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
b~e described here and illustrated on any maps included with this application.
Fond 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.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site; layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Stabilizing this ditch line should improve water quality All appropriate BMPs will be used
du.rtng construction.
Page 7 of 12

VIII. Mitigation
DWQ - In accordance with l SA 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.
USAC'E - 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
ham://h2o.enr.state.nc.us/ncwetlands/strm~;ide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
Page 8 of 12

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 1-up:~/h2o.cnr.slate.nc.us/~~rp/indcz.hUn. 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 ofNon-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 (federaUstate/local)
land?
Yes ® No ^
If yes, does the project require preparation of an envirommental 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 Oflice may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ^ No ® If you answered "yes", provide the following information:
Page 9 of 12

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
(s uare feet Multiplier Required
Miti ation
I 3
2 1.5
Total
Gone 1 extends out 3U teet 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.
XL Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
_ Impervious surface area will not be increased All a,~propriate best management practices for
sediment and erosion control will be implemented during 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
Is this an after-the-fact permit application?
Yes ^ No
Page 10 of 12

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).
Z/9/o
Applicant/Agent's Sig ai~re Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
LTS Army Corps Of F,ngineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee ]cede]] Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, I~'C 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Fors}nth Northampton ~~ance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 12

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Name:CANA
Date: 2/6/2007
Scale: 1 inch equals 1143 feet
Location: 036.5118665° N 080.6267872° W

Surry Cu., NC -- Printable A-Tap
Surry Co., NC
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i3iSCLAi~JiER: The information contained on this page is NGT to be construed or used as a "legal description". Mai
information is believed to be accurate but accuracy is not guaranteed.
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http:~'I`arcims.ti~ebgis.net/nc/surryl'printable.asp?prucess-un~lelij~ed~.;~2=uucieiiued&y~=tmd... `'/7/007

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4.
1-2) Slope failure adjacent to the south bound lane of US 52 in Mt. Airy.
3) (Facing North) Erosion has gotten deep enough to create aground water discharge «~hich drains
to an unnamed tributary of Lovills Creek (class: C)
4) (Facing South) Beginning of eroded ditch.

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Product Note 3.102 .~
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Re: ADS Drain.Guard' and Sock `~,
Date: March 1, 2002 ,~' E `~~~
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Soiutions to
Tough Siltation Pxoblerns
Now Advanced Drainage Systems
offers you two ways to meet
tough siltation challenges head on.
These synthetic wrap materials combine with ADS corrugated polyethylene pipe to give
an extra-strong, tough screen that stabilizes soils and keeps water flowing-
Both feature opening sizes that have proven effective for moving
water without blockage in a wide range of soils. The entire
length of drain is covered, and corrugations are
spanned ay the materials, maintaining a~ !'. '~
effective inlet areas which ~~ -
promote rapid drainage.
DRAIN pIJAARp-
protactlv~ Wrop
For drainage installations that require a
tough, durable screen under normal
handling conditions:
. o>Ra~nr ~ua>Ra®
protective wrap, a complete, one-step drainage sys-
tem for sandy and other problem soils, installed with
conventional drainage equipment.
ADS SOCK
tlra4r .rwHOps
For jobs where the protective covering
is subjected to unusually rough install-
lation and hcu~dling conditions:
. socrc
a flexible drain envelope that meets the needs of a
wide range of soil conditions, installed with conven-
tional drainage equipment.
Choose the ADS Synthetic envelope thcst's right for each job.
DI~ai1N G[Ia1~D~
~. SOCK
For normal routine installatigns.
Manufactured of 900% nylon, tough and durable
DRAIiV GUARD WEIGHS just 0.85 ounce per
square yard. The material's unique bonding
process gives you an ultraporous filter that restrains
and stabilizes the soil, yet allows free entry of
water.
For more rough-and tumble installations.
A polyester machine-knitted envelope that provides
the needed water entry and sediment protection.
SOCK weighs approximately three ounces per
square yard. SACK stretches to fit snugly over the
pipe and gives the extra protections required by
rough handling Conditions.
4640 7RU6MAN BLVD. HILb1ARD, OH 43p26 (800) 8~7-6770 http;l/www-ads-plpe,com