20070005 Ver 1_Application_20070101

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STATE OF NORTH CAROLINA T~9~ra~, ~0~ ////
DEPARTMENT OF TRANSPORTATION ~9~~'>,~ v
MICHAEL F. EASLEY P. O. Box 25201, Raleigh, NC 27611-5202 LYNDO TIPIT
GOVERNOR PHONE:[phone] SECRETARY ~'
December 21, 2006
Mr. John Thomas
U. S. Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of the Neuse Rd, Suite 120
Raleigh, NC 27615 O ~ 0
Subject: Nationwide Permits #14 and #33 O O
SR 1546 (Tumbling Shoals Road)
Wilkes County, North Carolina
Project Number: 110.097102 (DWQ Permit Fee: $200)
Dear Mr. Thomas:
The NC Department of Transportation is scheduled to grade, drain, base and pave SR 1546,
Tumbling Shoals Road in Wilkes County. The roadway will be widened from 16 feet to 18 feet
with impervious surface area increasing by 0.3 acres. This project will require the replacement of
two wet pipes as shown below:
Stream Impacts:

Station Number Existing
Structure Size Proposed Pipe
Size Riprap Impacts
feet Total Impacts at
this Station ft.
27+54* 34'x 24" 60'x 36" 10 36
32+16* 34'x 30" 60'x 36" 10 36

Total Stream Im acts = 72 feet
* Due to slope, these pipes will likely remain perched after replacement. If so, a riprap energy
dissipater pad will be placed in the stream channel under the pipe outlets.
The replacement of the existing pipes at stations 27+54 and 32+16 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 approximately 100 feet downstream of the sandbag
dikes. Any dirty water located inside the construction areas will be pumped into a silt bag if
P. O. Box 250, N. WILkESBORO, NC 2$659
PHONE [phone] I I F.ax [phone]

Mr. John Thomas
SR 1546 (Tumbling Shoals Road}
Page 2
December 21, 2006
necessary. The dewatered area at station 27+54 will total approximately 200 square feet or 0.005
acres. The dewatered area at station 32+16 will total approximately 300 square feet or 0.007
acres. Once the new pipes are in place, the impervious dikes will be removed and preconstruction
streambed elevations will be restored.
The wet pipes in question carry different unnamed tributaries to the Reddies River (Class: WS-II,
HQW). This project was reviewed for the presence of threatened and endangered species on
December 20, 2006. 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 Preeonstruction Notification Form, plan sheets with proposed erosion control
measures, a marked county map, a marked topography map and photographs.
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
Nationwide 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.
Enclosures
cc: John Thomas, 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
Brian Hamby, County Maintenance Cngineer
Heath Slaughter, Division Environmental Officer
Neil Trivette, Area Roadside Environmental Engineer
Since//r,,,,~ely.,~'~ ~~
Heath Slaughter
Division Environmental Officer

Office Use Only: Form Version April 2001
20070005
USAGE 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
^ IZipazian 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:~336) 903-9202 Fax Number: [phone]
E-mail Address: hslaughte~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: [phone]
E-mail Address: hslaughter a~dot.state.nc.us
Page 3 of l2

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 1546, Tumbling, Shoals Road
2. Project Number (NCDOT Only): 11 C.097102
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Wilkes Nearest Town: Millers Creek
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):
Road DD: 36.23139 N 81.25594 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 7.5 acres.
8. Nearest body of water (stream/river/sound/ocean/lake): UTs to Reddies River (Class: WS-II,
HQW).
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: Grade, drain, base and pave SR 1546.
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.
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

t_~st earn impact separately and identity temporary impacts. Impacts include, but are not limited to: 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 Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://~titi~w.fenr<~.eov.
*** 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
Total area of wetland impact proposed: 0
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
tndicate on ma
(~ p)
Type of Impact* Length of
Impact

(linear feet)
Stream Name** Average
Width of
Stream Before

Im act perennial or
Intermittent?

(please specify)
Station No. 27+54 Pipe replacement 26 feet UT #1 to Reddies River 2 feet Perennial
Station No. 32+16 Pipe replacement 26 feet UT #2 to Reddies River 3 feet Perennial

List each impact separately and identity 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
proposeJ, plans and protilCS showing the linear fewtprint for twth the original and relocated strrams must be included.
** Stream names can be found on USES 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 I-800-358-9616, or online at
~~~„ti.usgs.~_or. Several Intemc-t sites also allow direct download and printing of USGS maps (e.g., ~~~~~~.t~~wionc.com,
~~«~~.mapqucst.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 52 1n. ft. excluding riprap.
Page 6 of l2

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.
Station No. 27+54 Riprap 0.0005 UT #1 to Reddies River Stream
Station No. 27+54 Temporary Dewatering 0.005 UT #1 to Reddies River Stream
Station No. 32+16 Riprap 0.0007 UT #2 to Reddies River Stream
Station No. 32+16 Temporary Dewatering 0.007 UT #2 to Reddies River Stream

* 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.):
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 existing; roadway, the stream impacts
cannot be avoided However the r~lacement nine len>;ths will be the minimum needed to
safely construct the paved roadwa~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 perennia]
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/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. -
EEP.
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 http://1~2o.cnr.siatc.nc.us/~~rp/indcs.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 Ol~ice 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
' Zone I extends out 30 feet perpendiculaz 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.
Impervious surface area will increase by approximately 0.3 acres. All appropriate best
mans eg ment 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.
N/A
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

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).
~~~~~ ~r
z /~~/~
'Agent's Signature -~ Date
(Agent's signature is valid onl~if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 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 Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie llalifax 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 Ot7icc
US Army Corps Of Engineers
Post Office Box 1890
Wilmington, NC 28402-1890
Telephone: [phone] I
Fax: [phone]
Anson I)uplin Onslow
Bladen Harnett Pender
Brunswick Hoke Richmond
Carteret Montgomery Robeson
Columbus Moore Sampson
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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EROSION CONTROL DETAILS AND
SPECIFICATIONS
STANDARD DESCRIPTION SYMBOL
462.O1.~SeGZion).....Rip Rap Fill Slope Protection ........................ Q
876.04 ....................Rip Rap Lined Ditch.................................-~~~
1060.08:~Se~t~Q~).,,~~g For Erosion Control .......................... 1/~/VV
" , 1605 O1 .. .:.Temporary Silt Fence .:..... :......:.... ~~}- -
_.:

-
-
~,
.:~ • 1606 O1 :: ....:::....:.Special Sedime~ Control fence ....... - ~ -
• 1622 01.:.. :....:. ...Temporary S10peDrain . ...:..........:........:.. ~. _ ' . . .
:. ~ 1630.02 ..... ..............Silt Basin Type B...................... ...... .. ® y - _ -
. 1630.03 ....::..:.......:..T ~orary Silt Ditch:::.:...:.......... ~ .
- ~ -= TSD-.
~71mg Basm
1630 04 St ® r -
(
F 163005.: ~' ...TempararyDivers~on::.._.:..:...:_.....:......._.:._
- - - - - - Tj}=.- - _ •
-
.. , 163 01.:....:............Rock Inlet Sediment Trap Type-A ......:..........
.
.D- oR -
' 1632.02 ..:................Rock Inlet Sediment Trap Typo-B...........:_...... ... •: .
-®.OR 18
1632.03 ..........:... . ....Rock Inlet Sediment Trap Type-C .......... - - - - - • • - = L1: ~4 ~~ C •
1633.01...........~........Temporary Rock Silt Check Type^A ............... ~
1633.02 ...................Temporary Rock Silt Check Type-B...............
1634.01 ...:...............Temporary Rock Sediment Dam Typ~A..........
1634.02 ....................Temporary Rock Sediment Dam Type-B......... ~
.~ ,
1635.01...........:........Rock Pipe Inlet Sediment Trap Type-A............ /~• ;
. •- -
1635.02 ....................RockPfpe Inlet Sediment Trap Typ~B............g :~;
..
1636.01.......-•--•--......Rock Sih Screen .......................................r~
Small Stream or Branclz ....................:............................................. -~ - - - --~
Pipe Outlet Energy Dissipater............ ~ ~
ssss

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 atimeiy matter, according to any special permit
requirements and or requirements set out in G. S. '113A-S7.
MANDATORY STANDARDS FOR :LAND-DISTURBING ACTIVITY
.Pursuantto G.S.113A-57 (3):provisionsfiora ground cover-
auff~cientto resh-am erosion mustbe accompi'rshed within ~5
working days~r 30 calendar days #ollowing completion of
. coristrvctionwr develapmerit,-whichever period is shorter,except
.as.providedin ~5A NCAC 4B _OD24 (e)..: ~ ~ ~ . . _
DESIGN STANDARDS iN •SENSITIVE WATT=RSHEDS . "
. _. _
.._.__
... _.
r ~ ~-.PursuanttoG.S_~13A-57°.(3)Provisionsfora-ground cover -~ .
sufficient#orestraun erosion mustbe provided#or.any portion Ufa
~` :Y - - -_ -= 3and~3isturbmg activity in ~a~QW lone within ~ 5 working days ~r 30
_ _ _ _ " ~~ ;calendar~ays irollowing "completion ofi~cons~truction or ~ ~ ` = - - ~ - .
. ~ - -:-~ _ >3evelopmerrt, whicheverperiod cs shorter_~ - .
(3) :Allsiltation and erosion control devices shall'be property maintained until no_ "
longer needed. -
(4) On projects performed by D.O.T_ Maintenance Forces; request will promptiy
be made to the Division Roadside ~rivironmental Unitfor stage and .
permanent seeding.
(5) Any removal of siltation devices will be based on the condition of established
ground cover ofi that area the device is serving.

COh - nUCTIDN S=QU~NC~ r=OR (t~S T AW NG ROADWAY CU! V~r~7'S
~ - Clear anfy enough area and iRStali the dcwnstream measures such as sift check darns,
sift screens, and basins as noted on plans. -
2 -';ccavat~ the 2' base tail ditch.
3 - Excavate and install tfie roadway culvert
4 -Install sediment control measures at inlet as noted on plans.
S- lns~ti additional P~ outletprote:.fion and inlet protection 2s noted.

HIGH QUALITY WATERS
1. Uncovered areas are limited at any riven time to a ma~;imum total area of
0 acres.
2. Erosion and sedimentation control measures shall be designed to provide
prc,`~ection uom uhe ?~-~~ear 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,.
^. 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
~. A mound cover sumcient to restrain erosion must be provided for any
disturbed area_

~IJCli~~ ~p~~
I~.l~~ PL ~ ~ ?~~I_~'1'~~.I BLS

SLOTI~IUl' 1)}~1iil i'li) i'IlllSlli?}} CDI1Si_,10I IJ~~t~ S~.UP.~ OI' I'Dll~;l llIl}j": i1 Olli?ri ~'
5jDI1~_ n}:? SjUll° s}l~}} J? SD"I][~, ~rJll~~71, C~LT'.52. i'n5]S~U..iII iU ?}lam ~Ci ]Dr] Df 2Ir
i:ll:~ iYC.i~r, ~i-]d Sll]~.i1J~~ li7 2}} Di})ter I-?Si)°C?S ?D1 ~})c J>ii'JDS? IT!i.~i1~~L_
~~r}l?I'~ 1]:'Oii~I1 CUi1CI'c~? ~I'Dm {1nIIID~lSil~C1 jiI'I1C~.llI'~5 OI' U1V~m 71i 1S 2V211-
I?~}~, ]~.illc.~' li~ LS?~ ]I1 U}I?Cn DI S~D~]? ]I'DV]G~~ ~.~1i 511C~11]S~ 7Tf?~?S ~~lI.I1 ~.}1~
_ aDt)roYa~ DI ~1~~ ~ 1]~]nDCI'_: ~~D~.7°V~I', i.l]~ 115 DI liI'O~~I] CDI]CI'?i~ ~i'111CI]
cDn~ins 1~in?Drcillg Sia~1 ~°.rl]1 noi. li~ vel,rliit~d_-
1.'1~ Si.071~ Dr JI'Dii~il CDiICI'~1? S"12~1 1J° ~I'2d~d ~D :1 °~, ?~1° ~ D1~D"v~1?l~
-. 1er~u7r~~~n..5: - _
~: ~flr~laSS3 3-~~~~~a~~_~i~n~s~~yllv2-vin~:~ei~nLirDin~io20D~o>~ndS_
_-_ - ~ i 1?:~Si ,30. ~)~I:cDni DI ih?: iDi.~.l ~v~i~llt DI . i.~1a r» . gip. SlZall 1)~ in
^_ . ~ lIld11']Lll2~ v1•~C.D'S Zi'~1~~111]~ 4.~711i11i17I1n1 oI fi~J ~olln~s ~-~ch_ 3~Di In DI ~-
-~ _ - ~.~12I1 ~-~ ~)~I•CCIl~, flI 1~I~ 1 D~:?~ Z4'L1~11i DI ilI? i i~ 1•az~ ri1`3' J? 1~I 3~t~1:,~~C~v~1
. _ ~I~L'?S ~i'~i~l'IIII~ 1~.~.5 i}i~?n l~ Z)DLi1C'S?"?C~l_ - .-
?.`-~flr ~I-,,; ~ ~iT~ ~:~T)_ SiDII~ S1~`ll v~r~ in ~,~~i~,I~ ~rD~n '2~ ~iD 2~a
DULP. ~S_ `~ ~ ~ ~?Si ~~ J°I'C?I]i DI' I1 ~ ~0-1 v,%~?~i1t Di iil~?')D 2.2~ S112~1 J~ lIl
1I]LIVICj:i21 ~)]~C?S ~i'?1~??117 ~ IiilIlli-lllT~ DI ~ D~ ~DLI]QS ~?CI1_ ~Di.1]DI'?
_Il'?=1 J T)Ui'C:~IIt UI i}7U ~.U1~} ~V~l~i~~ DI i,}1~ ?'1) I'2D 17I'_Y ~~ ]11 II1C~1VlClll-?1
~l?Ca~ -,-~`ir.~1II1~ ~?:S i~1;~II U~ ?Ui~~C~ ~i,Cl`?_
.~~1

EROSION CONTROL
SR ~ s 4 ~P
coUNTY P
LOCAL NAME un.l~l: rKt S17oo~s
WORK ORDER N0.
FIELD PLANS BY~R.tK.tM1na}4,•.3 1--~-os
DRAWN BI~.Yb_IVlaii~:~ I-Iq-dS ~ l1//9/Ol/'
DISTRICT ENGWEER
ROADSIDE ENVIRONIEN~L. EN ER
NOTES:
Outlet basins with rock checks shall be
placed @ low points along silt fence
while installation is being performed
These basins are not shown on plans.
All pipe location may vary due to grade
changes in roadway.
Rock checks and basins are to be removed
before rip-rap or matting placement. Basins
r~ crosslines to remain.
All wet crossline placements that require more
than ] (one) work day to install require a
silt screen (d. the outlet end.
Scale 1" = 100'
©loz) ~~
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SS' x18" Csr~
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rj0' 1C ZQ ~, CJp
I t, r'~ u

EROSION CONTROL
SR j $!~(D
COUNTY •1Vices
LOCAL NAMETiin~bl:rn Shao,~~
WORK ORDER NO.
NOTES:
Outlet basins with rock checks shall be
placed @ low points along silt fence
while installation is being performed.
These basins are not shown on plans.
All pipe location may vary due to grade
changes in roadway.
Rock checks and basins are to be removed
before rip-rap or matting placement Basins
@ crosslines to remain.
All wet aossline placements that requre more
thru~ A (one) work day to install require e
silt sheen @ the outlet end_
scale I°= 100'
A
lox3xL
®ro~
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lox3 tiz
Sheet of

V
7
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~~~ S-CA. \~~-1J-~P~c,~c
~ ~ SS'XZ4~ cjP
-I-yx a

EROSION COT~TROL
sR 1540
coup ~J:1~es
LOCAL NAMETura6l:b S11cx~1~
FORK ORDER N0. ~
STP., Z-/17o
A cad
3o'kIS"CSP
P I a:..
NOTES:
Gutiet basins with rock ch~ks shall ~
placed r: low points alone silt f.°nx
While installation is beia; pe:fotTned.
'I"tr_s° basins arc not shown on plans.
All pig lotion ma}• van' due to wade
chant°s inroad Nay. .
Rock checks and basins are to be removed
before rip-rap or matting placemrnt. Basins
is crosslines to remain.
All w•et aossline placements that rcqutrc more
tnen 1 (one) work day to install require a
silt s~.~~.~:u la tue out1C, end
s~l_ 1-= luo
~I~Y3, 2
I
IoC1tL
/~ loz3rt
_lox3.2
~~
r I.
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Iox3xL
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lox~,ct
1~
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She~t3 0~ 7
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I \~ '~e placr_. (moo' x 3L"
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Iox3xZ
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S o~ X 1 ~ ~~ Cs~- Tyr~c }/'
` ~j~f lA;~\ nCCD•
a c(~ u r1 ~n s k o t c~ ~., -~ ~. ,.--

EROSION COT~'TROL
SR $
COUIx'TY •~lLcs
LOCAL NAMETLLM6Grn Sh~~
V~'ORK ORDER NO. ~
NOTES:
Oudel basins R•ith iock COCCkS Snail be
placed r; low points along silt fence
while installation is being performed-
These basins are not shown on puns.
All pipe location may vary due to grade
changes in roadway.
Rock- checks and basins are to be removed
'txfore rip-rap or matting placemrnt Basins
r aosslines to remain
All wet crossline placemrnts that require more
than 1 (one) work day to install require a
slt scrern (a~ the outlet rnd
S~lc 1°= 10(1'
U
~Icx3x
i IoX3,
I~x?k
lox3x
Iox3x
Ibx1x
I o xJ,
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IJX~X Z
to~3Kt
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~~
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ee
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LoS' X / 8'` CJ ~
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----~j S :a. 32-14 --2epl~ce
!~ o' X 3(0" G SP
-t"~ P< t3
16 X~ li 2
lox3ki
S -c.A . 3 o-t-s 3 -~e p loci
p • x l g ~, cy,~
-Ty ;~c. 6

EROSION CONTROL
sR 1540
COUNTY (~: I~cs
LOCAL NAMETunnb~!~n Shao.l~
WORK ORDER NO. -r
A
~°
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l~x.?ti
I ~~;
ro,c)
A~
"f' / ~ Xh
Sheet Sof~
STa~ , 4 t + ZS-~p {,~~ L
So'X~~~~CJ~'
-ryP~ B
y
(~c an e x.~si, n g c c os s l: ,.,~
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s
o~•
•~~
:. s S~T Pt, . 4 fart S ~ ' ~~ Q 1Q Ce
iox3iZ '1S'X 1~" CSC'
T~ ~ Q
lox 3x-t
NOTES:
Outlet basins with rock checks shall be
placed (glow poinu along silt fence
while installation is being performed
These basins art not shown on plans.
All pipe location may vary due to grade
changes in roadway.
Rock checks and basins are to be removed
before rip-rap or matring placemrnt Basins
(a crosslines to remain.
All wet aosslinc placemenu that require more
than 1 (one) work day to install requQe a
Silt sacrn n the outlet rnd
Scale I`= ]UU'
r ~ V L
--\ ~/
Y
®I oXJrct
I O X~j~
® loxrX
IoXT
~~ >r~
lox~xz
J~~•
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t O
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~~~ STa. ~ 3-t`l ~ -~ep~ac~
--~~~• SO'X(8~~ CUSP- i~~~. .~
7¢SrE
® t~ x:3xz '
® to k3x-L ,
IoxJX 2
-J ~' ~ '
•
loX3it ..

EROSION CONTROL
sR ! 54C~
COUNTY ltl.•I~u
LOCAL NAMETiin~b~:nv~ Sha
WORK ORDER NO.
~~~/3r ~-
~~
~IUr3rt,~
•
•~O
•
~C . lute.
Sh~ of~
s Tom. s~-, 5~,_ ~eP Ise
qv ~x IB~~ Csr>
toY3xL li~~J-(
1o ,c3r1
loTtxt
JC '
m
U ;
m
r
~ ~
1 ;
X ', •~•
.~ ~ •~•
,o
~:
NOTES: ~ ~ ~
Outlet basins whit rock checks shall o<
plaid (Y3 low points along silt fence
while installation is being performed.
These basins art: not shows on plans
All pipe location may vary due to grade
changes in roadway.
Rock checks and basins ate to be removed ~, . _ _
before rip-tap or matting placemrnt Basins
n crosslina to rcmaitt
All wet crossline placements that require more 5 t P`-
than ] (one) work day to install requte a .SZ-+- SS
silt saetn ~g the outlet end Ad ~{ O
ZS/ X l~^ Ioz3xL
Ct~
Plat.

®IJK~zL
Scale 1"= lU0'
. lu t7z Z
(~K7xL

~]i luz7YZ
1Lt1 1~ ~~'' )" Z
I~x3xZ
~ 1°~rL
(~X3xZ
®IoXJYl
IOkIjL
5 ~~ S4-i gO -~~~v+cc
;~ ® 1'x7, z
~ Jc
~loa3xs
~~~~~
""1
IoX3xL
•
-1~~•
S Tp• . 5~-f o0
drnu PIPE
RETAI. N
e
Qs' x IS" CSP
IOYJR ~.
7y, ~~ ~
luy3zt

EROSION CONTROL
SR ~ 54 .w
COUNTY !~ I~cs
LOCAL NAME ~"LL~. bl: noTS ~1a~o._~ ~
R'ORIi ORDER NO.
NOTES:
Outlet basins with rock cbecL•s small be
placed (q low points along silt fens
wtu7e installation is being performed
These basins are not shown on platys,
All pipe location may van' due to grade
chanees in roadway.
Rock checks and basins are to be rcrnoved
before tip-rap or matting placement Basins
(¢ crosslines to remain.
All wet crosslinc placements that require more
than 1 (one) work day to install require a
silt s.^reeu (' the outlet end ,
Stele 1" _ ] UO'
iotc3r'
`~
sa~s4?
-~
/J,
~S~
~~•
s
Sheet / of~

~,o. P.
c7Rr /t
v,-
rp X~x L
(o X Sx'L
®~~~T,,z 4s' x IS'' c,rn
7~P~ p
-~x3Kz
to tax Z
I ~ >t~L
Yld /o x3xZ
IOk3>:Z

DITCHLINER REQUIREMENTS
SR 1546 Wilkes County 1/19/05
STATION STATION LT/RT TYPE
4+20 10+00 LT ROVING
8+50 9+30 RT ROVING
10+00 11+70 LT RIP RAP
11+70 13+50 LT ROVING
16+00 18+00 LT ROVING
21+40 30+58 LT ROVING
25+50 26+75 RT ROVING
30+60 32+00 LT RIP RAP
32+20 51+75 LT RIP RAP
42+00 43+40 RT RIP RAP
51+75 53+00 LT ROVING
53+75 54+80 RT ROVING
54+85 64+45 RT RIP RAP

PIPE LISTING
SR 1546 - WILKES COUNTY 1-19-2005
PIPE STATION SIZE TYPE REMARKS
A 0+20 70'X24" B REPLACE
B 1+90 55'X18" B REPLACE
D 11+70 55'X24" 8 REPLACE
E 16+00 55'X18" B REPLACE
F 21+40 50'X18" B REPLACE
G 23+47 50'X18" B REPLACE
H 27+54 60'X36" B REPLACE
I 27+60 20'X15" PLAIN ADD
J 27+70 30'X15" PLAIN ADD
K 30+58 50'X18" B REPLACE
L 32+16 60'X36" B REPLACE
M 35+05 65'X18" B REPLACE
N 38+05 70'X18" B REPLACE
O 40+75 55'X18" B REPLACE
P 43+90 50'X18" B REPLACE
Q 46+50 75'X18" B REPLACE
R 49+25 50'X18" B REPLACE
S 51+75 45"X18" B REPLACE
T 52+55 25'X15" PLAIN ADD
U 53+00 RETAIN
V 54+80 40'X18" B REPLACE
W 58+50 40'X18" B REPLACE
X 63+15 45'X18" B REPLACE

S.R. ~ County ~LI ~~S
Name ~ ~ (11~~ ~~ ~ C'„ °~~ 1L.,E;~ ~ ~~
Existing Road - _
- - - ...
New Road
Proposed R/W
... - -
... - - -
Existing Pipe
L-_...J
~------~
New Pipe
f 1
~ - -
I I ~.
II
_~ ~ - -
~ • ~-
Center Line
I ~ \
Sri ~l ~- l' ~ 1 n
Sheet ~Of~c~
Date / - D -
...
~ .30
~o
L•
T"3~J~2'~-',
No NAME rRib. To ~EDDiES RIVER ~CIA55 wIS-II-HQW~
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