20070187 Ver 1_Application_20070202

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY P. O. Box 25201, Raleigh, NC 27611-5202
GOVERNOR PHONE: [phone]
January 30, 2007
Mr. John Thomas
U. S. Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of the Neuse Rd, Suite 120
Raleigh, NC 27615
LYNDO TIPPETT
SECRETARY
oaois~
Subject: Nationwide Permits #14 and #33
SR 1545 (Reavis Road)
Wilkes County, North Carolina
Project Number: 110.097106 (DWQ Permit Fee: $200)
Dear Mr. Thomas:
The NC Department of Transportation is scheduled to grade, drain, base and pave SR 1545,
Reavis Road in Wilkes County. Total project length will be 0.75 miles. The roadway will be
widened from 16 feet to 18 feet with impervious surface area increasing by 0.2 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.
4+00* 40'x 60" 50'x 72" w/ HW 20 30
24+72** 50'x 24" 50'x 24" 10 10

Total Stream Im acts = 40 feet
* This pipe is currently perched. We will attempt to correct this situation. If we are unable to
unperch this pipe, a riprap energy dissipater pad will be placed in the stream channel under the
pipe outlet.
* * We will be cutting the curve at this location. As a result, the new pipe will be located
approximately 25 feet downstream of the existing pipe location. Disturbed streambanks at this
location will be seeded and matted.
P. O. Box 250, N. Wi~heseoRO, NC 28659
PHONE [phone] Fax [phone]

s
Nir. John Thomas
SR 1545 (Reavis Road)
Page 2
January 30, 2007
The replacement of the existing pipes at stations 4+00 and 24+72 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 the
construction areas will be pumped into a silt bag if necessary. The dewatered area at station 4+00
will total approximately 0.007 acres. The dewatered area at station 24+72 will total
approximately 0.002 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 Kilby Branch (Class: WS-II,
HQW). This project was reviewed for the presence of threatened and endangered species on
January 17, 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.
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.
Sincerely,
~~ i2~~~
~~
Heath Slaughter
Division Environmental Officer
Enclosures

Mr. John Thomas
SR 1545 (Reavis Road)
Page 3
January 30, 2007
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 Engineer
Heath Slaughter, Division Environmental Officer
Neil Trivette, Area Roadside Environmental Engineer
Dennis Bennett, Bridge Maintenance Engineer

Office Use Only: Form Version April 2001
USAGE Action ID No. DWQ No. 2 0 (7 7 (7 ~ 8 T
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
^ Ripazian 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 2S0 North Wilkesboro NC 28659
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: hslaughter(a,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_S1auQhter, Division Environmental Officer
Company Affiliation: North Carolina Department of Transportation
Mailing Address: P. O. Box 2S0 North Wilkesboro NC 28659
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: hslau hg terna,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 1545 Reavis Road
2. Project Number (NCDOT Only): 110.097106
3. Property Identification Number (Tax PIN):
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):
4+00 DD: 36.23708 N 81.22332 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 4.5 acres.
8. Nearest body of water (stream/river/sound/ocean/lake): UTs to Kilby Branch (Class: WS-II,
~W~•
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 l2

10. Describe the purpose of the proposed work: Grade drain, base and pave SR 1545.
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:...:._„t . .. ..I,~., ...1 rlw~rinu orarlino fill-
* List each impact separately and identity temporary Impacts. unpaus ulwuuc, ~~~ a~ ,~~~ „„~...... ~.,.....,.........--,.. _.----...~, ~--____a, ___-,
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 1-800-358-961 b, or
online at http://w~rw.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0
Total area of wetland impact proposed: 0
2. Stream Impacts, including all intermittent and perennial streams

Stream Impact
Site Number
(indicate on map)

Type of Impact*
Length of
Impact
(linear feet)

Stream Name** Average
Width of
Stream Before
Im act perennial or

Intermittent?
(Please specify)
Station No. 4+00 Pipe replacement 10 feet UT # I to Kilby Branch 3 feet Perennial
Station No. 24+72 Pipe replacement 0 feet UT #2 to Kilby Branch 1 foot Seep

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* List each impact separately and identity temporary Impacts. Impacts ulcwuc, uui aic uv~ uu~nw av. ~.u..v..a ...•......w~.~•.--- .•r •-r+
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated strratns must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
~~~».us~;.aov. Several Internet sites also allow direct download and printing of USGS maps (e.g., w~iw.topuzonc.cout,
~a1v~~.tnalxluest.cont, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 10 In ft excluding riprap.
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.
Station No. 4+00 Riprap 0.0009 UT #1 to Kilby Branch Stream
Station No. 4+00 Temporary Dewatering 0.007 UT #1 to Kilby Branch Stream
Station No. 24+72 Riprap 0.0005 UT #2 to Kilby Branch Stream
Station No. 24+72 Temporary Dewatering 0.002 UT #2 to Kilby Branch 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 replacementpipe lengths 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 lineaz feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a sepazate 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 hnp://h2o.enr.state.nc.us/«rp/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 (federaVstate/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
1 3
2 1.5
Total
gone ~ extends out su teet perpendicular from near bank of channel; Lone 2 extends an
additional 20 feet from the edge of Lone 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 stotmwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
_ Impervious surface area will increase b~ approximately 0 2 acres All appropriate best
many eg_ ment practices for sediment and erosion control will be implemented d 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).
.~C%
Applicant/Agent's Sig a Date
(Agent's signature is y d only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Oilfices 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 ofthe 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 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 UlJice 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 I 1 of 12

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Name: WILKESBORO
Date: 1 /30/2007
Scale: 1 inch equals 2000 feet
Location: 0362450190° N 081.2205376° W

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1 } Perched outlet at station 4+00 on SR 1545, Wilkes.
2) Downstream view at station 4+00.
3) Inlet view at station 24+72. Water seeps out of the ground from a hole just to the right of the
pipe inlet.
4) Downstream view at station 24+72.
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46..01.~~°_.G~~ on).....Rip Rap Fill Slope Prot>wtion ........................
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........ VJ~/~/
1060.0$: ~~ : ~:'.~?Xl)...Mattin~ For Erosion Control ..................
16D6.O1 ..................Temporary Sih Fence .............................---• "'.~~.'
. .1606.01 ..............:."..Sp°^..ial Sedimenrt Cool fend....:.:_:.: .:... -ip
. Temporary Slop.. ~D~am :.......................:.:.....
IF,??.01 .................
7630.02 .................. ....._.. ~°
.Silt B2s:.. Type B--• ......................:...
163D.03 ...................Temporary,SihDitch-----.............................-I ~17-
" : - ~ -, -.
I630.0~'..."......~.: ..:...Stilling Bzsm.. ::_...---- .
" .. _...
....... ................-I ~--~ -
1630.0..... ~ ...~"empa-ayDiversion------------------ .
163 2.01 .............:.....P.acl: Inlet Sediment Trap Type .4............. _ . _ ; i ? ~R ~ ~
1632.02 ....._.............Rocl:Ihlet Sediment Trap Type-B ...........:..... : ~ R:: ~~ ~ H
I63=_03 ...................E;ackinl~SedimentTrapType-C......_..._._.._.:~ j; ~~:1c -
1633.01 ...................Tempo-a.•}' Rock Sih C~ ~:k Type :4...---••------• ~
1633.02- ...................Temporary Rock Silt Ch°ck Type-B....... _.......
1634.OI ...................Tempora~~ Rock Sediment Dam T}P~A.._.--.--• ~
16.-^..02 ....................Temporar}~ Rook Seaiment Dam Type-B......... ~
:/ \
1c3~.01.------....-•---...Rock PipeInlrtSedimentTrapT}~pe:4......._.... =.~
_ .., _ . ..._.ko:;l: Fipe Inlet Sediment Trap Type-B_...........8
~• _.
~~7,~o.C~i ....................Ko:;k Sih Screen_..........................----..._.... ,I
S~2Ii Srr.zQ O;~i^ZB~G .................................................................. ~ _ ~ ~~
PID_ ~Uil_t LD~r~' 1~!SSIFSSt.°. :......................................................... ~ f
ssE~

EROSION CONTROL SCHEDULE
~~~ ~!, ,-;,-5~ ~lu~;,,..~. ,::?orary erosion control measures will be installed before
clearing and grubbing operations begin.
(2) As construction progresses, temporary and permanent erosion control
devices shalt be installed in afimeiy matter, according to any special permit
rer~ iirernents and or requirements set out in G. S. 'i'13A-S7.
MANDATORY STANDARDS FOR ~LAN0.DISTURBING ACTIVITY
.Purs~antto.G.S.'t'13A-b7 (3):provcsions~oraground cover- :
~ufficientto .restr-ain erosion mustbe accompi"~.shed within ~ S
.working days~r30calendardaysfoliowing comp{etionvf .
constructon vr~developmer-t,whichever period is shorter, except _
as .provided in 9 SA NCAC 4B _0024 (e~. ~ ~ ~ -
~D1=SIGN STANDARDS IN •SENSITlI/E WATI`RSHEDS
- -- _ - -- Pursriar~tto i3.~~_~~3A-~;(3)provisionsfora-ground cover :- - - - _ _
ac.lfficientfoxestr-ain~rosionm~ist~ie~rovided#or.anjrpor#ion~fa .
~~ -- -- _~3and-d'istisrbmgacEivityinaldQWzone>v+nthin~5wor3cingt~aysvr30 _ - .
. _. .. ,~~l~srdar' ~ays.toliowmg -completion af-construction or - - . ~ : ~ -
- - - ~evelopmerrt,whicheverperiod es shorter- - .. ~. -
(3) .A11-sllfa5on and erosion control .devices shall be properly maintained until no-
:longer-needed.
(4) On projects perrormed by D:O.T_ Maintenance -Forces; request will promptly
be made to the Divesion Roadside i=rrvironmentai t3nitfor stage and
perrrranentseeding.
(~) Any removal of siltation devices will be based on the condition of established
ground cover of that area the device is serving. ~ .

CUti> T RIJCTIJN S~QU~NC~ FOR IhS'ALLING ROADWAY CU~1/ r'ZTS
~ -Clear only enough area and install the dowr•.strearn rneasur~es such as sift check darns,
sift screens, and >3asins as noted on plans.
2 _ ~xcavate ft~e 2' base tail ditch.
3 - excavate and install the roadway culvert
~~ ~ lrc<>>~il redirner-t control measures at inlet as noted on plans.
~ -Instal! additional pipe outletprotection and inlet protection as noted.

~~Ci~n~ 1fl~~
iC~,~-~ PLC I?~ ItII' I~~I'.
~LD~]?'D1' 1)~~1111 rll) I'Ill)511I?~l CDI1~1Sj of IlCl~l ~~-UTl~ Oi' i'Ull~~ llTl~l~';: i~ Oll~?r r ~'.
S10i1'_ ~ ~;? StDI:° S~1~~1 J~ SD>>IIC~, ip11E-71, C~E'.:?~?, I-nS'.Sr~?T!L'D L~]C ~lCiion oI 2ir --
~Il;~ S^riL~l", ~:.i)Cj. Sll1tI1J~D In ~~l D~~~-r r?Si)~C~.-5 ~t7r ~~1? JLi'~OS~ lil~~nped_
~~T~ICI'? Jl'Dn~n CDi1CI'c~? jI'Diil L1e.TIlD~15h2C1 jil'L1CL11I'~S Or ~aVCTIC7II 1J ~V211-
Illi~°, l~.r~la~' 1Jn lljCd In U~~1C~ olsione pI'OVIG~DCI 1h~li 511C~11]~? me~?s "~l~.h }~1°
. ~Di)rDVL~ OI ~ll~ ~ 1]~]7lael'_:13v\~'~V~I', 'i11~ 11S~ Oi lit ~l~?Il CDIICI'?~.~ ~3'h1C~
rr~n{2:inS ;'1n~ol'e:Ing sieel ~i~ill not li` UeI-miit ~d_ -
~1~ii~ s~Dn~ o~• ~rol;~n Concr~i~ sha11 ,° ~1=adad Lo :~1~~, ih~ ~D1]ov~i~n~
~. requ~irz-nanTS_ ~ ~ . _. - -
~' 3 3~iu I~a~i_~iflne~ilill va-v in~~rei~h L ~ronz ~ io 2D0 _oolsnds:
- 1. ~ or~Iass _ _
_ ~;, ~~~~s~: X30, ~)~~:cD_ni~. o~ ih~: ioi~l ~~~1~11~. fli..L11~ rln TaD. sizall b_ ~ _ln
~ InC~~'l'1c~' Il~?.~ ~l)~~'r'~~ Zi'~1~11111~ ~.'7T21I11iI~llI1~ 01 {~~ ~Dlln{jS~;,ih_ ~o% rnor~~
_ #.ha_Ii 1-~ ~)~rc~]i~. o~the ioi.L.l ~~Te1~111 of ~1~~ r1~ ~-a~~ mL~r J~In 3nc~1:J3C1-vat
:. ,oivices ~tifei~niil~ less ih~n lij Z~DLnds ~~ c31_ --
),~•~'D1~ ~~ ) ~.IT) 1~.a71_ SiDII~ ~i1a11 v=~r3~ 7Il ~v2I~17L !IDIn ~J ~LD ~~~
~DL:nLS_ ~ T_]C-'S~, ~jQ ~?I'C°ni DI L'I1~ .o..~1 w ~1~i1L D ~ .'1?I'1Dra~ sh211-~e lz
3ndiv~dtlal ~)iec~ 1~'~1~n11]g a iTillliinu:~ DI ~ ~D ~oLnd~ esch_?~?oii:-lore
~Il~:l D i)LI'C:.'Ili UI i11e 1_U~.1~1 ~V~/~I~~ OI ~.Il~ r li) rai7 i17I'-~% J~ ]Il lI1C~1VlC~ll=?1
_ ~ -
~]?Ca~ tiJei~r~lliZ~ ~~...1j i~1~I1 ~~ ~DLi3QJ .'-~Ci?_
..r ~
.v~~

HIGH QU 4LIT1' VL' ATERS
", ; , ; v~:~ : e~ l ~~ ~ ~ ~.::~ a,re limited at any Riven time to a maximum total area of
0 acres.
?. Erosion and sedimentation cone o] measures shall be designed to provide
protP,.tion from the 25-year stagy.
3. Lame Type-A basins shall be designed and constructed v~Tith a settling
efficiency of at least 70% for the 40 micron soil particle size transported
by runoff from the 2-year storm.
~ 1~~.~;v}y ~;r~ri;~ructed channels shall be constructed with side slopes no
steeper than 2 :1, unless slopes are to be stabilized by methods other than
vegetation
~ ~ A ~rotsnd c.~wer sufncient to restrain erosion must be provided for any
dist<irbed area.

~i
EROSION COTiTRO[,
COUNTY el ~
LOCAL N 1 u~~,cz..
WORK ORDERNO.
t~~x>`.
~~0 \ -
•~~
FIELD PLANS BY~Itit 1-n~,t 3-7-~ ! O
DRAWN BY~{,~(`.U,~ - ~ I b r OS ~
- - "'~ - -
RoHDSIDE i/NV>~oN~~t~Erl ~};R
DLSTfcit , 1iit?~ii4(L±<. `ri ~
>< Z
NOTES:
Outlet basins with rock checks shall be
placed C lox• 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.
,t_<Ir': ';!.;?c•l"i ''il'1 0311115 klie IO OC f;fOU'; ul
before rip"tap or matting placement. Basins
n ~.ro>sline•c !'~ r~rl!ain.
All wet aossliue placements that require more
than 1 (one) work day to install require e
silt screen ra^^. the outlet end.
Scale l" = 100'
-i-
tox3>C
~'J x3 2
IOK.3iC
iox3X
1 oX3x
® lox3 z
Io~3xZ
U
~I~x3Xz
",~. Sheet ~ of
~ ~ o~C3x Z
lox3xz
lox3x~
® i v x3x z
Si,-... Co --G q0- ~Q pl~~
~ [lo~xl~" osP
/~ IoX3,cZ Ty Pc B
i o x3x Z
-~x? xz
lax3x2
I~r S ~A_ Q-•F SD- ~~ P Ice
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PIAi ~--
STS. 4+OD -Req\oc~
r~ox3xZ (vO'x '7z~'CS P
_t'y P~- $
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1~~•
-~ ~ `• ~ o"x 18'' c s P
~ T ~
`tP~

~Il~ ~°~~x -.
v~ ~/,), Iox3KL
VV
Shca~ of
EROSION CONTROL ~
~~..^ ~. .
,
~~..
L,~.iUt`I C I
LOCp,L, NAME ~acf ~ I o x 3 x 2
WORK ORDER NO.___
©lok~xZ
~ln><3xt
---r
(ox3~Z
I~
XL ~
O ~ ~ s :... I-]-~ 30- add

1ox3X2

lok3xL

- - ~ O 3~'X IS'' CSC ~la:r.
(o x -~xZ
IoX3XZ.
~, 10x3 y
•
~~~ S-rP . 14-i 30 - ~,cplacc
NU'D'ES: •• F
~
'
Outlet basins u~th rorl chr :i:s sual; a -1 ~?c 0
k 18' • C S ~- l
~} S
placed fg lou• points along silt fenar
ahrlc installation is being performed. l o X3 x Z
Thcsc basins ate not shoav on plans. I o X 3 r L ~ - •
All pipe ]ovation may vary due to sadc
chaagCS III rvadaay.
I~ K.3x2 '
Rock checks and basins are to be removed -r
before rip-tap or trtatting plat: meat Balms
~Q CfO55lID'S t0 rLlDalrl.
IOx3XZ-
I ~ X.3 X2
All wG crossiine p]acane~s that require more
thin 1 (one) work day to install require a
sr7t screw (d the outlet end.
-- to X3 x2
- ~ox3 loK3xZ-
"=1D0' ~:• ST A• l 1-E-~ p-~.P\c*ce
Scaic 1
~~~ So' X18" C SP
C
• /~Jl. 1o~;3xZ

I~x3xt

. v -
EROSION CONTROL ®IOX3 tO
SR 4S ~ox3't
covrrTr ~ -
LOCAL NAME ~ .
WORK ORDER NO.
• ~J-c3 Z
_ ~ox3x~
- v
®I~X3,~2
',
F_~~s''~
\\' _ ~ .
v ~ "'~~
••• IoX3X2 O
~ox7x
• - o K3 x
S i o.. 24 -t a o ~ ~ ~~
~plac~ ~
3o'x18" CSP
~,a :,, A
NOTES: ~
3
- ><Z
iox
t7utiel OP Cin[ a'IiII TOCk ChCrICS S11aIl be
placed (g loa~ poinu along silt fence
w'htle arsiallanoa 1S )Y••lag perfotIDed-
73ese basins ar not shows oa pleas i ox3X
All pipe location map vary sue to grade
ChangCS la T(IBdwEy
Rock cbecl:s and basins are to be removed ~px jX
bcforc rip-rap o: amtting piaxmeot Brains
CTOSSl1I1~t0'rmHin
All wet cTOSSline placemcats that rcquirc morc ~O1C
3K
than 1 (one) wort; day to install re~uirt: s ,
stet screen (a` the outlet end.
lox3
i lox3
s~ie l'=;oo~
CLd ~ bX
~t k2 V a

~ ~O
~s~: ST4. ZR-t 80
~ePl acc
So' x 19`~
Cyr- ~T~fPt B
I~X3xL
sheet~of ~
. ~ r
'~ ~ l'7 ~ V E
~ S ~A, Z 7-f /O-
~~~~ gp'xig ~• es~-T,lx~
IOX3XZ'
-- ,
STa~. Z 4 + 7Z ~p lac ~
-,
So'
x ZA" cs P-T~, p~ B

I~K3xZ .
__ ~ ~p~6

7He' Fr«. SLOPE Fzw~ ~
STR . Z3r2S ~o ENS of
I O X .7xZ Wc-/ PIPE SHALL BE A
I.S. I S~oPE F(L~ THE
'To E OF S[,oPc To R
Por..t wnE~ A Z: - s
CAN & OBtA~nrEfD, iNE ~
l.S ' I ScoPE SHNC~ aC
a,P
a
~A53
~~n~o w.
c

r~fCjxt_ .
LJ
LL
'
RAPANO S~jVC~ /"~

En„ -E'~e CN Rn~tL
~ex3xL

~=R05fC)?d(:OTI"iR.OL S ;x_39+~~
. Add, l_J
GVORK ORDER NO. - ~ _ - l o X " Z
lo}~ Z
• ~ - ~ _ .. CD X3 z
toX3 Z
3u . r"'~

9 J _
G, i ~' ib t -a,'` y'c-
1 s
.. -~ ~'t;...~

_ _ ~_
~
~ (~)
. - 101Cj ~.,./
NOTES: ~ ~O1C ~kz
L)niJet pE$LIlS R'ItL fJC'1 f:nt~'ICS SndL DC
placed fg loa• points along silt ~o~
R•h~c insraDatiam is bang p~fornzuL ~ 1 ~k ?X2
13~ebTCTf8ILnotshownOnphzas. 5~.33k3o-A~ II
~
~
~ ~
C Sl
X ~
- All pipe loarion map vary due to aad- zs
~ J~
A :..
chanees in roadway. P
toX3
Rol chc:ls and basins are to be rtmoved
befort tip-zap o+ rrrattiag pt*--m-** Brsias ~ ~
(an zsossiines to rernnin. -
. l o x"1-
All wet aossiine piaccmetrts that rsquirt; more
than 1 (one) work day to insrall rrquir a
sHt s~ r3 the outlet md. _
IoK xc-
ldk xZ
Syial'=IOO' s~A.'3l}oo-~Q~IGCL' ~ ~ O
3 0' x IS' • CS n- Pla:•.

loX KZ
~
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IJX.~xz
3 XZ

L'ITf:laJ1..INE1~ RPOUIREMENTS
REAVIS ROAD 3/11/05
STATION STATION LT/RT LINER TYPE
U};iu ;+90 LT RIP RAP
1+25 1+75 RT ROVING
4+25 .1~i3p RT RIP RAP
16+80 17+80 LT RIP RAP
17+80 18+25 LT ROVING --
20+10 20+75 RT ROVING
20+30 24+80 LT RIP RAP
25+20 32+00 LT RIP RAP
32+00 34+50 LT ROVING
34+50 39+50 LT RIP RAP

S (Z 1545- (..~;1~Ps C~.~-,~-,~ 3-/~- z~J~
c r'TP I STATION I S~ I CL.~.SS I P.._.NiAW:S
' 9 F~ I o-f- ~ S I / ~ ' / B ~' I .6 I c loco - c1 P
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o ~ 1 4 ~ I 4-S' x '' I I - /a« - cry

o I
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~ L I 7+~0 ~86' X/S` f3 ~~ la« -CJP
o M + o o' X f8'' I f2~ l~~`- ~J~

~ ~, 1 33-+3v Z k ~ I~~~ „ dd- CAP
~~ 3~-~ 4 o I s' u Z4'~ I e ~a«- c~~

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••SR I
E~STIIvG ROAD -
NEW ROAD
PROPOSID RZW
!EXISTING PIP
~~NEW PIPE ~ I
CENTIIt LINE
! 7
N-a"~ ~~AL1 ~ ~ ~U ~•_ YV LL~YLS DATE ~j-/J `CJ
SHEE'r~OF~
-~~-
~I
~iC ALA ! 1.30 ~ ~ ~r~
...
- - ~' -- - -
,' ~
~. I ! 1
-I1I~ I
... ETA • ~? A 24-F ~,2,
...
_,. ~ .
i- _ __ -. _
/~~ NEW PIPE SIZE~~ ~ =.~ - EXISTING PIPE SIZE ~ ~ ~~ -~•-- ~ -~-~/
Y•~~•~i~.lh 111JNII G •'t'4][t rte. G~ :Gt Q;..~A r.l[_ rr u w

1 1 1 1 1! 1"I 1-I I•I -1 1'1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 : - ~a ..

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