20070283 Ver 1_Application_20070221

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S'I'A'1'I: OI~ NOR"I'll CAROLINA
DEPAR'I'MGN"l~ OF TRANSPORTATION
MICHAEL F. EASLEY P. O. Box 25201, Raleigh, NC 2761 1-5202
GOVERNOR PRONE: 919-733-2520
February 12, 2007
Mr. Monte Matthews
U. S. Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of the Neuse Rd, Suite l 20
Raleigh, NC 27615
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LYNDO TIPPETT
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Subject: Nationwide Permits #14 and #33
SR 1331 (Virgil Greer Road)
~SV1C'_V~~atatrg~ County, North Carolina
Project Number: 110.005066 (DWQ Permit Fee: $475)
Dear Mr. Matthews:
The NC Department of Transportation is scheduled to grade, drain, base and pave SR 1331,
Virgil Greer Road in Ashe County. Total project length will be 0.91 miles. The roadway will be
widened from 16 feet to 18 feet with impervious surface area increasing by 0.22 acres. This
project will require the replacement of six wet pipes and 0.1 acres of wetland impacts as shown
below:
Stream Impacts:

Station Number Existing
Structure Size Proposed Pipe
Size Riprap Impacts
feet Total Impacts at
this Station ft.
0+42' 30'x 30" 50'x 36" 10 30
7+162 25'x 24" 55'x 24" 10 20
16+65 24'x 24" 45'x 36" 10 31
31+76 24'x 18" 40'x 18" 10 26
37+753 23'x 18" 70'x 24" ] 0 40
42+31 31'x 18" 50'x 24" 10 29

Total Stream Im acts = 176 feet
This pipe has already been replaced due to clogging. Email notification was provided.
2 A private pipe on the outlet side will be cut back approximately 20 feet to accommodate our
longer pipe. Approximately l0 feet of daylighted area will be maintained between our pipe
outlet and the inlet of the private pipe. This area will be seeded and matted.
P. O. 13ox 250, N. WILKESBORO, NC 28659
PtioNe (336) 667-91 1 1 Fax [phone]

w dir. ~1~~nte Matthews
SR 1331 (Virgil Greer Road)
Page 2
February 1?, ?007
3 A private 6" plastic pipe enters our ditch line near station 37+90. Water from this pipe then runs
our ditch for 30 feet before going through the existing cross line pipe inlet at station 37+60. We
are proposing to eliminate this wet ditch by moving our pipe inlet to ~ 37+90. The private pipe
will be cut back approximately 30 feet to accommodate our widening in that direction.
Approximately 10 feet of daylighted area will be maintained between our pipe inlet and the
outlet of the private pipe. Since this daylighted area will be flowing down our cut slope, it will
be lined with fabric and armored with class B stone.
Wetland Impacts:
Station Number Im act Area s uare feet

1+00 (Rt.) 1285
17+00 (Rt.) 493
19+50 (Lt.) 468
32+50 (Rt.) 853
43+75 Lt.) 1355

Total Im acts = 0.1 Acres
The replacement of the existing wet pipes will require temporary dewatering. An impervious
sandbag dike will be constructed approximately 20 feet upstream of the existing culverts to create
a small pool. Clean water will temporarily be pumped around the construction areas and will be
discharged downstream. Any dirty water located inside of the construction areas will be pumped
into a silt bag if necessary. Total dewatered area for all wet pipes will be approximately 0.015
acres. Once the new pipes are in place, the impervious dikes will be removed and preconstruction
streambed elevations will be restored.
The wet pipe at station 0+42 carries Roaring Branch (Class: C+). The remaining wet pipes carry
different unnamed tributaries to Roaring Branch. This project was reviewed for the presence of
threatened and endangered species on January 26, 2007. This project will have no effect on any
federally listed endangered plant or animal species. The State Historic Preservation Office has
reviewed this project and did not request any survey work.
The project impacts are minor in nature and should not remove or degrade existing water quality
uses. Pipe sizes used will be the minimum necessary to create a safe roadway. By utilizing the
erosion control measures outlined in the attachments to this application, downstream water
quality standards will be protected. All appropriate BMPs will be used during construction.
Attached is a preconstruction Notification Form, plan sheets with proposed erosion control
measures, a marked county map, a marked topography map and photographs.

11r. 111ontc 111atlhe~cs
w
SR 1331 (Virgil Greer Road)
Page 3
Fehruarv 12.2007
By copy of this letter, it is requested that Mr. Ron Linville, Mountain Region Coordinator, with
the North Carolina Wildlife Resources Commission comment directly to you concerning the 404
Natiomvide Permit application with a copy sent to me.
By copy of this letter, I am forwarding seven (7) copies of this application package to John
Hennessy, NCDENR, Division of Water Quality, 401/Wetlands Unit, for his review. It is
requested that any comments related to the 401 certification be forwarded directly to me with a
copy sent to the US Army Corps of Engineers.
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.
Sincerely,
1~~y2~ ~~G,~
Heath Slaughter
Division Environmental Officer
Enclosures
cc: Monte Matthews, US Army Corps of Engineers (1 additional copy)
Ron Linville, Western Piedmont Region Coordinator, NCWRC
John Hennessy, Division of Water Quality (7 copies)
Sue Homewood, Division of Water Quality
Mike Pettyjohn, PE, Division Engineer
Doug Tetzlaff, District Engineer
Doug Eller, County Maintenance Engineer
Heath Slaughter, Division Environmental Officer
Neil Trivette, Area Roadside Environmental Engineer

Office Use Only: Form Version April 2001
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 #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
1. Owner/Applicant Information
Name: North Carolina Department of Transportation
Mailing Address: P. O. Box 250, North Wilkesboro, NC 28659
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: hslau hter e 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: hslaughterna,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 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 1331, Virgil Greer Road
2. Project Number (NCDOT Only): 11 C.005066
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Ashe Nearest Town: Lansing
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):
0+42 DD: 36.50346 N, 81.59029 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:
Secondary Road
7. Property size (acres): Approximately 5 acres.
8. Nearest body of water (stream river/sound/ocean/lake): Roaring Branch and UTs (Class:
C +).
9. River Basin:
(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: Grade drain base and pave SR 1331.
11. List the type of equipment to be used to construct the project: Trackhoe/backhoe, motor
grader and dump trucks
12. Describe the land use in the vicinity of this project: ResidentiaUFarm/Forest
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: N/A
VI. Proposed Impacts to Waters of the United 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***
1+00 (Rt.) Cut 0.03 No 0 Ephemeral
17+00 (Rt.) Cut O.OI No 0 Ephemeral
19+50 (Lt.) Fill 0.01 No 0 Ephemeral
32+50 (Rt.) Cut 0.02 No 0 Ephemeral
43+75 (Lt.) Fill 0.03 No 0 Ephemeral
* Lisi each impact separately and identity temporary Impacts. Impacts Incluue, out are nut unutcu tu: ulccnalll~cu I.IGQIIII~, ~.Ia.,llls, ~~•~,
excavation, fltxxting, ditchingJdrainage, 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 Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://w~-w.lema.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: 0.1 acres within ROW
Total area of wetland impact proposed: 0.1 acres
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 Im act Perennial or
Intermittent?
leases eci
Station No. 0+42 Pipe replacement 20 feet Roaring Branch 2 feet Perennial
Station No. 7+16 Pipe replacement 10 feet UT #1 to Roaring
Branch 1 foot Intermittent
Station No. 16+65 Pipe replacement 21 feet UT #2 to Roaring
Branch 1 foot Perennial
Station No. 31+76 Pipe replacement 16 feet UT #3 to Roaring
Branch 1 foot Seep

Station No. 37+75
Pipe replacement
30 feet UT #4 to Roaring
Branch
1 foot
Perennial
Station No. 42+31 Pipe replacement 19 feet UT #5 to Roaring
Branch 1 foot Perennial

x List each impact separately and identity temporary impacts. Impacts Include, but are nut unuteu tu: cwverts anu assuclutcu ut,-IaN,
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, ditchingfstraightening, etc. If stream relocation is
proposed, plans and profiles showing the linear fiwtprint 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 [1T (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
w~aw.usos.aov. Several Internet sites also allow direct download and printing of USGS maps (e.g.. w~ew.topozone.a>m,
w~w~v.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 116 ln. ft. excluding riprap.
Page 6 of 12

3. Open Water Itnpacts, 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,
ha ,ocean, etc.
All vet pipes Riprap 0.003 Roaring Branch and UTs Streams
All wet pipes Temporary Dewatering 0.015 Roaring Branch and UTs Streams

~.ist eacn impact separatery and identify temporary impacts. Impacts include, but are nut limited to: till, 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.):
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.
By utilizing the erosion control measures as shown in the attached drawings adverse impacts to
streams in the area will be minimized. Since this is an existint; roadway the stream and wetland
impacts cannot be avoided. However the replacement pipe lenPths will be the minimum needed
to safely construct the paved roadway All appropriate BMPs will be used during construction
Page 7 of 12

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.
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.
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 hnp~//h2o.enr.statc.nc.us/~~~ra/inde~.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): To be determined by COE
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 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 )?
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 I.5
Total
* Zone 1 extends out 30 feet perpendicular tram near banK of manner gone ~ ex~enas an
additional 20 feet tiom the edge of!_one I.
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.
Impervious surface area will increase b~ approximately 0.22 acres. All appropriate best
mans eg ment practices for sediment and erosion control will be implemented durin>; construction.
X11. 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.
N/
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (1 SA NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this anafter-the-fact permit application?
Yes ^ No ® Except for station 0+42.
Page 10 of 12

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).
~ /2 b
----
-- - --- -- --------
Applicant/Agent's Sign re Date
(Agent's signature is id only if an authorization letter from the applicant is provided.)
US Army Corps Of Enbineers Field Offices and County Coverabe
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell Union
US Army Corps of Engineers Avery Clay Jackson Polk 1~'atauga
151 Patton Avenue Buncombe Cleveland Lincoln Rowan Yancey
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Aladison Stanley
Telephone: [phone] Caldwell I laywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Wilson
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes Yadkin
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton \~'ance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Pax: (919) 876-283 Davie Halifax Randolph ~'4'ilkes
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Eaigineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan National Forest Only
Vb'ilmington Regulatory Field Otlice Anson Duplin Onsluw
US Army Corps Of Engineers Bladen Harnett Pender
Pos[ Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Page 11 of 12

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Name: PARK location: 036.5081382° N 081.5941680° W
Date: 2/13/2007
Scale: 1 inch equals 1333 feet
i

2.
3.
4.
1) Wetland @ I+00 (Rt.) on SR 1331 in Ashe County.
2) Pipe inlet at station 0+42.
3) Private 6" plastic pipe enters our ditch line 30' above our pipe inlet. The water source is
unknown but we considered it to be jurisdictional anyway. We are proposing to eliminate
this wet ditch by moving our pipe inlet from station 37+60 to 37+90.
4) Downstream view at station 37+60.
5) Downstream view at station 42+31.

EROSION CONTROL SCHEDULE
(1) All adequate temporary erosion control measures will be installed before
clearing and grubbing operations begin.
(2) As construction progresses, temporary and permanent erosion control
devices shall be installed in a timely matter, according to any special permit
requirements and or requirements set out in G. 5.113A-S7.
MANDATORY STANDARDS FOR L_AN0.DISTURBING ACTIVITY
Pursuantto G.S.113A-S7 (3) provisions fior a ground cover.
sufficientto restrain erosion must be accomplished witfiin 1 S
working days flr 30 calendar days following completion of
construction or developmerrt, whichever period is shorter, except
as provided in 1 bA NCAC 4B _0024 (e).
DESIGN STANDARDS iN SENSITIVE WATERSHEDS
-- - ~ -- Pursuantto G. S_ 113A-~7 .(3) provisions fora ground cover _
-" - ' . - sufficienttorestrain erosion must be provided#or.any portion ~fia
-- _ ~..land-disturbing activity In a NQW Zone within'15working days or 30
" calendar Clays fiollowing completion ofi construction or
developmerrt, whichever period is shorter_ -
(3) A!I siltation and erosion contro! devices shall be properly maintained until no
longer needed.
(4) On projects performed by D.O.T_ Maintenance Forces; request will promptly
be made to the Division Roadside Environmental Unitfor stage and
permanent seeding.
(S) Any removal of siltation devices will be based on the condition of established
ground cover of that area the device is serving.

CONSTRUCTION S~QU~NC~ i=OR lNS T ALLING ROADWAY CU! Vi=RTS
~ -Clear only enough area and install the dowrstrearn measures such as silt check dams,
sift screens, and basins as noted on plans.
2 _ excavate the 2' base tail ditch.
3 - excavate and install the roadway culvert
~ -Install sediment control measures at inlet as noted on plans.
~-install additional pipe outletprotection and inlet protection as noted.

HIGH Qli?~LITl' ~'4'ATERS
1. Uncovered areas are limited at any given time to a ma};imum total area of
0 acres.
2. Erosion and sedimentation control measures shall be desired to provide
protection from the ?~-year storm.
3. Large Type-A basins shall be designed and constructed with a settling
efficiency of at least 70% for the 40 micron soil particle size transported
by runoff from the 2-year storm.
4. Newly constructed channels shall be constructed with side slopes no
steeper than 2:1, unless slopes are to be stabilized by methods other than
vegetation
~. Aground cover sufficient to restrain erosion must be provided for any
disturbed area.

~EC~~t~~ lO~~
~.I~P I~. ~~' ?~~I ~T~~~InL~
]C~`?-'? PLAIN IiIi' I~nI'.
Slone nor l~l~?in rill raUSha]] consisiol 1•io][lsion~ or i'Utl~;l vnh?;;~1~ quarry
51DIJ~. ~IJC s~Lll° sha]] J~ 5o>>nCl, ~Oll{~Il, C~C:1S?, I"C51SL~Tlt iD Lhe aci.ion of air
and ;vapor, and suitalile in a]] oih~r rosn~c?s nor ~h~ Jui'DOS? ini~nded_
~~'her~ liro~~n CoI1CI'tip from Clemolished siruciur~s or Uav~mAni is 2v2i1-
al.l]~, limay I~p used in ul~>.ce olsion2 provic~d fh~>.t such use m~~i.s wii]1 the
. aUprDVal a1 ~11~ 1Jnglnocr_.I3v~vyvor, i.l~a Use of liro]~~n concr?1.? ~z~hich
cDni.ains r~In?orc-ink stool will n~i loo u~rmii~~d_
_ ~'il~ scone or I~ro1;~n cor~cr~~~ shall ~p ~r`tled ~o men:. ~,~~~ o7Jow1~I~
. rec~uirzmen~s:
- 1. Foi-~1Lssl~ipl~ap_~Stonesl~allva~-yln~vei~11%from;j~.o20Opounds:
_- _ ~i 1~L st .30. pe?_cDni. of 1}ia_ ioi~.I lvaigllt o~ L11~ rid _rap s11a11 be in
lndii~lduL1 vio[~e~; ~;~~i~liill~ a ~niniillum of ~O mounds ~rl.ch_ 3~Io'L more:.
i.~12I1 1-O p°I'C~11~. o~ llle iDf.a] 1;'CI~~1~ OI ~]]? ~'I_D I'aT~ II)a~' ~°111 ]Tl(~1V1C~lla~
. :. "il3ete5 i;'{?]~~17I1~ less i}1an ~ o I~ol.~nds ~acl1_ -.
?. ~~`a~- ~IL.;s j~ I~~z~ I~a?3_ SLon~ si1~11 vary !n ~~~l~ni, !ro11 25 Lo 25D
pounds. ~? leLs~. ~0 uercAni. ol; the .o.~l ~-ei~hi of ~herln rap shall lie in
]n~lVldllal j)3CC~'s ~vel~~lln~ a ti11I11mL:i1 OI ~ OO ~OL1]d5 ~ach_ ?~Iotmor?
iha?1 ~ pLrc~nL o~ i]~e tclia] ;vei~hi or ~.he ;-il~ r2D 111Ly 1 ~ In 1ncllvlduLl
nieces tiYl~1~~1in~ 3~:s i]1=?11 ~0 poLn~s ?~Ch_ -
.~~~

PIPE LIST
ROAD NUMBER SR 1331 DATE: 1/25/07
ROAD NAME VIRGIL GREER
COUNTY ASHE
PIPE STATION SIZE CLASS REMARKS
A 0+42 50' X 36" TYPE B REPLACE
B 2+00 50' X 18" TYPE B ADD
C 7+16 55' X 24" TYPE B REPLACE
D 8+50 40' X 18" TYPE B REPLACE
E 14+50 30' X 15" PLAIN ADD
F 16+65 45' X 36" TYPE B REPLACE
G 18+80 40' X 18" TYPE B REPLACE
H 25+50 30' X 15" PLAIN ADD
I 28+00 35' X 15" PLAIN ADD
J 31+76 40' X 18" TYPE B REPLACE
K 34+50 30' X 15" PLAIN ADD
L 37+75 70' X 24" TYPE B REPLACE
M 38+80 30' X 15" PLAIN ADD
N 42+31 50' X 24" TYPE B REPLACE
0 43+80 30' X 15" PLAIN ADD
P 16+40 30' X 15" PLAIN ADD

Ditch Liner Requirements
SR1331
VIRGIL GREER
ASHE CO.
Station Station Rt/Lt Liner Required

0+00 5+00 RT RIP RAP
5+00 10+00 RT ROVING
10+00 13+00 RT RIP RAP
13+00 48+60 RT ROVING

EROSION CONTROL DETAILS AND
SPECIFICATIONS
STANDARD DESCRIPTION SZ'MBOL
...
462.01. S~Gti~on).....Rip Rap Fill Slope Prote;,tion ........................
876.04 ....................Rip Rap Lined Ditch.......................--••--•--•-~~~
1060.08:~Sect~-Qp)-„~~~g For Erosion Control ................ ~v
1605.01 ..................Temporary Silt Fence ................................. ~_
1606.OI ..................Special Sediment Control fence...................... ~
16z,2..O1 .:................TemporarySlopeDrain............._...........------- 1
1630.02 ...................Silt Basin Type B.....................................
1630.03 ...................Temporary Silt Ditch._...._........................... TS ~-
1630.04 ...................Stilling Basin........ --. -............ _.......... - -
1630.05....-•---•---.....Temporary Diversion ...................... T1}-~.
- ...
1632.01.....: .......:.....Rock Inlet Sediment Trap Type-A.................. ;~ ~ : oR a
1632.02 ...................Rock Inlet Sediment Trap Typo-B...._......._...... ; ®: aR ~ s
1632.03 ..........:........Rock Inlet Sediment Trap TyperC..................: iJ: ~Q '1 ~
l 633.01 ...................Temporary Rock Sih Check Type-A............... 1~ J
1633.02 ...................Temporary Rock Silt Check Type-B...............
1634.01 ...................Temporary Rock Sediment Dam Type-A..........
1634.02 ....................Temporary Rock Sediment Dam Type-B......... ~
:~ .
1635.01 ....................RockPfpe Inlet Sedunent Trap Type-A............ ~ :( };
..
1635.02 ...................RockPfpe Inlet Sediment Trap Type-B............ g :~;
-. ..'
1636.01 ....................Rock Sih Seren----...................................
Small Stream or Branch ........................................................
Pipe Outlet Energy Dissipater............ ~ ~
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L
WETLAND DATA FORM
(1987 COE Wetlands Delineation Manual)
Project/Site: SR 1331, Virgil Greer Rd. (Wetland) Date: 1/2Gi07
Applicant/Owner: NC DOT County: Ashe
Investigator: Heath Slaughter State: NC
Yes No
Do normal circumstances exist on the site? ^ ® COltlnlnnlty ID:
Is the site significantly disturbed? ® ^
(A typical situation)? Transit ID:
Is the area a potential problem area? ^ ® Plot ID:
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species
1.Juncus effusus Herb FACW 9.
Z.Cornus amomum Tree FACR' i 10.
3.Rubus betulifolius Herb FAC 11.
4.Solidago spp. Herb 12.
S.Festuca spp. Herb 13.
6. 14.
7. 15.
8. 16.
Stratum Indicator
Percent of dominant species that are OBL, FACW or FAC (excluding FAC-): 100
Remarks:
Wetland adjacent to station 1+00 (Rt.) has been disturbed by emergency pipe replacement.
Due to the time of year and distrubance, positive identification of all the herbs was not possible.
HYDROLOGY
^ Recorded Data (describe in remarks)
^ Stream, Lake or Tide Gauge
^ Aerial Photographs
^ Other
® No Recorded Data Available
Field Observations:
Depth of Surface Water: NA (in.)
Depth to Free Water in Pit: > 12 (in.)
Depth to Saturated Soil: 7 (in.)
Remarks:
Wetland H d~rology Indicators:
Primary Indicators:
^ Inundated
® Saturated in Upper 12 Inches
^ Water Marks
^ Drift Lines
^ Sediment Deposits
^ Drainage Patterns in Wetlands
Secondary Indicators: (2 or more required}
® Oxidized Root Channels in
Upper 12 Inches
^ Water-Stained Leaves
^ Local Soil Survey Data
® FAC Neutral Test
^ Other (explain in remarks)
W Ldata. frm

L
WETLAND DATA FORM
(1987 COE Wetlands Delineation Manual)
Project/Site: SR 1331, Virgil Greer Rd. (Upland) Date: 1/2G/07
Applicant/Owner: NC DOT County: Ashe
Investigator: Heath Slaughter State: NC
Yes No
Do normal circumstances exist on the site? ® ^ Community 1D:
Is the site significantly disturbed? ^
(A typical situation)? Transit ID:
Is the area a potential problem area? ^ ® Plot ID:
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species
l.Festuca spp. Herb 9.
2. 10.
3. 11.
4. 12.
5. 13.
6. 14.
7. I5.
8. 16.
Stratum Indicator
Percent of dominant species that are OBL, FACW or FAC (excluding FAC-): 0
Remarks:
HYDROLOGY
^ Recorded Data (describe in remarks)
^ Stream, Lake or Tide Gauge
^ Aerial Photographs
^ Other
® No Recorded Data Available
Field Observations:
Depth of Surface Water: NA (in.)
Depth to Free Water in Pit: > 12 (in.)
Depth to Saturated Soil: > 12 (in.)
Wetland H dr~ology Indicators:
Primary Indicators:
^ Inundated
^ Saturated in Upper 12 Inches
^ Water Marks
^ Drift Lines
^ Sediment Deposits
^ Drainage Patterns in Wetlands
Secondary Indicators: (2 or more required)
^ Oxidized Root Channels in
Upper 12 Inches
^ Water-Stained Leaves
^ 1_ocal Soil Survey Data
^ FAC Neutral Test
^ Other (explain in remarks)
Remarks:
W Ldata.frm

SOILS
Map Unit Name
(Series and Phase): Toxaway
Taxonomy (Subgroup): Mesic Cumulic Humaquepts
Profile Description:
Drainage Class: Poorly Drained
Field Observations
Confirm Mapped Type? YES
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(ins.) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure etc.
0-6 A 7.5 YR 3/2 None N/A loam
7-12 B 10 YR 2/1 5 YR 5/8 Common/Distinct loam
Hydric Soil Indicators:
^ Nistosol ^ Concretions
^ Histic Epipedon ^ High Organic Content in Surface Layer in Sandy Soil
^ Sulfidic Odor ^ Organic Streaking in Sandy Soils
^ Aquic Moisture Regime ^ Listed on Local Hydric Soils List
® Reducing Conditions ^ Listed on National Hydric Soils List
® Gleyed or Low-Chroma Colors ^ Other (explain in remarks)
Rem arks:
Wetland Determination Ycs No
(circle yes or no)
Hydrophytic Vegetation Present? ® ^
Wetland Hydrology Present? ® ^
Hydric Soils Present? ® ^
Is This Sampling Point Within a Wetland? ® ^
Rem arks:
WLdata.frm

_ i
Project Name 5~ X33 I . Vir4~ ( ~-r«r I.C • Nearest Road 5L 133
County A5~- .Wetland Area ~ ~ ( acres Wetland Width ~ I oo {-~. feet
Name of evaluator ~~~~~ •S~uu.vkk.r Date / Zy~o
Wetland Location
on pond or lake
on perennial stream
on intermittent stream
within interstream divide
other
Soil series ToXAway
_ predominantly organic -humus, muck,
or peat
~predorninantly mineral -non-sandy
predominantly sandy
Hydraulic factors
steep topography
ditched or channelized
total wetland width z 100 feet
Adjacent land use
(within 1/2 mile upstream, upslope, or radius)
forested/natural vegetation 7S
t~ agriculture, urban/suburban Zo
/ impervious surface r
Dominant vegetation
(1) 7Uh~,~p
(2) R ubus
(3) sd~~dafa
Flooding and wetness
semipermanently to permanently
flooded or inundated
seasonally flooded or inundated
intermittanly flooded or temporary
surface water
no evidence of flooding or surface water
Wetland type (select one)*
Bottomland hardwood forest _ Pine savanna
Headwater forest _ Freshwater marsh
Swamp forest Bog/fen
Wet flat ~_ Ephemeral wetland
Pocosin _ Carolina Bay
Bog forest -Other
- __ *the rating system cannot be applied to_salt or brackish marshes or stream channels
- - ------------------------------
~i~eight
R Water storage x 4.00 =
Wetland

,4
Bank/Shoreline stabilization ~
x 4.00 = Rating
T Pollutant removal 3 * x 5.00 = ~
I Wildlife habitat z x 2.00 =
N Aquatic life value ~ x 4.00
G Recreation/Education ~ x 1.00 = L__~!_~.:J
*Add 1 point if in sensitive watershed and >10% nonpoint disturbance within 1/2 mile upstream,
_________ u~slo~e, or radius__
-----------------------------------------------------------------------------------------

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