20080375 Ver 1_Application_20080303

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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]
February 25, 2008
Mr. Monte Matthews
U. S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Subject: Nationwide Permit #14
SR 1658 (Moore Road)
Ashe County, North Carolina
Project Number: 110.005063 (DWQ Permit Fee: $570)
Dear Mr. Matthews:
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LYNDO TIPPETT
SECRETARY
Deus r5
The NC Department of Transportation is scheduled to grade, drain, base and pave SR 1658, Moore Road
in Ashe County. Total project length is approximately 0.75 miles. The improved section will be widened
from 16 feet to 20 feet with impervious surface area increasing by 0.36 acres. This project will require
some bank armoring and a gabion wall to protect the roadway as well as the replacement of three wet pipes
as shown below:
Stream Impacts:

Station Number
Eustis Pi Size
Pro Deed Pi Size Riprap Impacts
feet Total Impacts at
this Station ~ ft.
2+25-3+80 Lt. 155 155
3+72 42'x 24" 60'x 36" See above 18
16+00 43'x 24" 65'x 36" 10 32
22+80-23+30 Lt. Gabion Wall 50
29+60 26'x 18" 55'x 24" 10 39

Total Stream Im acts = 294 feet
The replacement of the above noted wet pipes will require temporary dewatering. An impervious sandbag
dike will be constructed 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 pipe replacement areas will be approximately 0.014 acres. Once the new pipes are in place, the
impervious dikes will be removed and preconstruction streambed elevations will be restored.
P. O. Box 250, N. WILKESBORO, NC 28659
PxoxE [phone] Fnx [phone]

Mr. Monte Matthews
SR 1658 (Moore Road)
Page 2
February 25, 2008
The wet pipes in question carry different unnamed tributaries to the North Fork New River (Class: C+),
This project was reviewed for the presence of threatened and endangered species on February 8, 2008.
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 five (5) copies of this application package to Brian Wrenn,
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,
Heath Slaughter
Division Environmental Officer
Enclosures
cc: Monte Matthews, US Army Corps of Engineers (1 additional copy)
Ron Linville, Western Piedmont Region Coordinator, NCWRC
Brian Wrenn, Division of Water Quality (5 copies)
Amy Euliss, Division of Water Quality
Mike Pettyjohn, PE, Division Engineer
Doug Tetzlaff, District Engineer
Doug Eller, County Maintenance Engineer
Heath Slaughter, Division Environmental Officer
Scott Pipes, Roadside Environmental Field Operations Technician

Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No. 2 0 0 8 0 3 7 5
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
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: hslauehter(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 Slaughter, Division Environmental Ofl7cer
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: hslauahter(a,dot.state.nc.us
Page 3 of 12

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is cleazly 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 1658, Moore Road __ __
2. Project Number (NCDOT Only): 1 I C.005063
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Ashe Neazest Town: Lansing
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): See attached SR map.
Site coordinates, if available (UTM or Lat/Long): 3+72 DD: 36.48404 N. 81.45111 W
16+00 DD: 36.48736 N, 81.45083 W 29+60 DD: 36.49084 N 81 45102 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.)
5. Describe the existing land use or condition of the site at the time of this application:
Secondary Road
6. Property size (acres): Approximately 5.46 acres.
7. Nearest body of water (stream/river/sound/ocean/lalce): UTs to the North Fork New River
Class: C+l.
8. River Basin: New
(Note -this must be one of North Cazolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/ma~s/.)
Page 4 of 12

9. Describe the purpose of the proposed work: Grade, drain, base and pave SR 1658.
10. List the type of equipment to be used to construct the project: Trackhoe/backhoe, motor
grader and dump trucks.
11. Describe the land use in the vicinity of this project: ResidentiaUFarm
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
Page 5 of 12

mitigation, -list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
linear feet)
Type of Wetland***
N/A

- List each impact separately and identity temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, 811,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Yeaz 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://www.fema. ov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Cazolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property:
Total area of wetland impact proposed:
2. Stream Impacts, including all intermittent and perennial streams
Stream Im act
P
Site Number
(indicate on map)

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

Stream Name** Average
Width of
Stream Before
tm act
Perennial or
Intermittent?
(Please specify)
Station No. 3+72 Pipe replacement 18 feet UT # 1 to the NFNR 2 feet Perennial
Station No. 16+00 Pipe replacement 22 feet UT #2 to the NFNR 2 feet Perennial
Station No. 29+60 Pipe replacement 29 feet UT #3 to the NFNR 2 feet Perennial

- ust eacn 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
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
w~.usas-QOV. Several Internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com.
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 69 ln. 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)
T e of Im acts`
~ p Area of
Im act
p
(acres)
Name of Waterbody
(if applicable) Type of Waterbody

(lake, pond, estuary, sound,
ba ,ocean, etc.)
Various Riprap 0.0045 UTs to NFNR Streams
22+80-23+30 (Lt.) Gabion Wall 0.0011 UT to NFNR Stream
Wet pipe locations Temporary Dewatering 0.014 UTs to NFNR Streams

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 utilizins the erosion control measures as shown in the attached drawings adverse impacts to
streams m the area will be minimized. Since this is an existing roadway the stream impacts
cannot be avoided. However the replacement pie let~ths will be the minimum needed to
safeIv construct the paved roadway All ~_propriate 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
necessazy 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 Cazolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
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 regazding the application
process for the NCWRP, check the NCWRP website at http:~/h2o.enr.state.nc.us/wrp/index.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 (lineaz 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 aze 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
"` Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additiona120 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 b~pproximately 0 36 acres All appropriate best
management practices for sediment and erosion control will be implemented during construction
XII. Sewage Disposal (DWQ Only)
CIeazly detail the uhimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this anafter-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).
z /2s,
Applicant/Agent's Signatur~ Date
(Agent's signature is valid only 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 Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Daze Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 12

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Name: JEFFERSON Location: 036.4858635° N 081.4497900° W
Date: 1 /29/2008
Scale: 1 inch equals 1000 feet

Pipe List for Erosion Control Plans
SR 1658 (Moore Road.)
Ashe County
Pie Station Size Class Remarks
1 0+20 60' x 18" T e-B Re lace
2 2+10 30' x 15" Plain Re lace
3 3+72 60' x 36" T e-B Re lace
4 7+60 30' x 15" Plain Add
5 9+20 30' x 15" Plain Add
6 10+50 40' x 18" T e-B Re lace-
? 14+00 40' x 18" T e-B Re lace
8 16+00 65' x 36" T e-B Re lace
9 17+25 25' x 18" Plain Add
10 18+10 30' x 18" Plain Re lace
11 23+11 45' x 18" T e-B Re lace
12 24+15 50' x 24" T e-B Re lace
13 29+60 55' x 24" T e-B Re lace
14 29+80 30' x 15" Plain Add
15 31 +15 50' x 18" Type-B Replace
16 35+00 40' x 18" Type-B Replace
17 35+35 50' x 18" Plain Add
18 37+75 60' x 18" Type-B Replace
19 36+35 40' x 18" Type-B Add
20 39+36 35' x 18" Type-B Add

Ditchliner List for Erosion Control Plans
SR 1658 (Moore Road)
Ashe County
From Station To Station Left/Ri ht Ditchliner
0+00 3+72 Ri ht Mattin for Erosion Control
3+72 4+25 Left Ri Ra
7+00 7+60 Ri ht Ri Ra
7+fi0 10+50 Ri ht Mattin for Erosion Control
10+75 16+00 Ri ht Ri Ra
16+00 18+00 Left Ri Ra
16+00 21+00 Ri ht Rip Rap
23+52 24+15 Ri ht Rip Rap
24+15 24+75 Left Rip Rap
24+15 39+13 Ri ht Rip Rap
24+75 25+50 Left Mattin for Erosion Control
26+80 28+21 Left Rip Rap
33+00 37+63 Left Rip Rap

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.S. 113A-57.
MANDATORY STANDARDS FOR LAND-DISTURBING ACTIVITY
Pursuant to G.S. 113A-57 (3), Provisions for a ground cover
sufficient to restrain erosion must be accomplished within 30
working days or 120 calendar days following completion of
construction or development, whichever period is shorter, except as
provided in 15A NCAC 4B .0024 (e).
DESIGN STANDARDS IN SENSITIVE WATERSHEDS
Pursuant to G. S. 113A-57 (3) provisions for a ground cover
sufficient to restrain erosion must be provided for any portion of a
land-disturbing activity in a HQW zone within 15 working days or
60 calendar days following completion of construction or
development, whichever period is shorter.
(3) All siltation and erosion control devices shall be properly maintained until
no longer needed.
(4) On projects performed by D. 0. T. Maintenance Forces, request will
promptly be made to the Division Roadside Environmental Unit for stage
and permanent seeding.
(5) Any removal of siltation devices will be based on the condition of
established ground cover of that area the device is serving.

CONSTRUCTION SEQUENCE FOR INSTALLING ROADWAY CULVERTS
1 -Clear only enough area and install the downstream measures such as silt check
dams, silt screens, and basins as noted on plans.
2 -Excavate the 2' base tail ditch.
3 -Excavate and install the roadway culvert.
4 -install sediment control measures at inlet as noted on plans.
5 -Install additional pipe outlet protection and inlet protection as noted.

SECTION 1042
RIP RAP MATERIALS
1042-1 PLAIN RIP RAP
Stone for plain rip rap shalt consist of field stone or rough
unhewn quarry stone. The stone shalt be sound, tough, dense,
resistant to the action of air and water, and suitable in alt other
respects for the purpose intended. Where broken concrete from
demolished structures or pavement is available, it may be used
in place of stone provided that such use meets with the approval
of the Engineer. However, the use of broken concrete which
contains reinforcing steel will not be permitted.
The stone or broken concrete shall be graded to meet the
following requirements:
1. For Class 1 Rip Rap -The stone shall vary in weight
from 5 to 200 pounds. At least 30 percent of the total
weight of the rip rap shall be in individual pieces
weighing a minimum of b0 pounds each. Not more
than 10 percent of the total weight of the rip rap may
be in individual pieces weighing less than 15 pounds _
each .
2. For Class 2 Rip Rap - Stone sha[1 vary in weight from
25 to 250 pounds. At least b0 percent of the total
weight of the rip rap shall be in individual pieces
weighing a minimum of 100 pounds each. Not more
than 5 percent of the total weight of the rip rap may
be in individual pieces weighing less than 50 pounds
each.

HIGH QUALITY WATERS
1. Uncovered areas are limited at any given time to a maximum total area of
20 acres.
2. Erosion and sedimentation control measures shall be designed to provide
protection from the 25-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
5. Aground cover sufficient to restrain erosion must be provided for any
disturbed area.

NOTES FOR EROSION CONTROL PLAN
• Each Section Under Construction Shall be Seeded and Mulched Within 30 Days After Grubbing
Begins (Per STEP # 7 of the Erosion Control Design). See Phasing Sheet on Next Page for Section
Layouts.
• 9' X 3' X 2' Temporary Rock Sediment Dam Tune-B Used at Most ALL Locations as Shown. ALL
are Greater Than or Equal to the Required Storage Given in STEP # 7 of the Designer Spreadsheet.
Please Pay Close Attention to [he Sizing, Some TRSD-B's are Greater in Size. All TRSD-B's are
Designed on a 3 to 1 Length to Width Ratio.
• If a Temporary Silt Ditch is Used in Place of Temporary Silt Fence, Then ALL Rock Silt Checks Type
B & A Need to be Placed in TSD Per STEP # 3 & 5 (Respectively) of the Erosion Control Designer
Spreadsheet.
• Outlet Devices Along Silt Fence May Need to be Relocated Only to be Placed in the Low Point of Fill
Section or to the Most Appropriate Location in the Field.
• ALL Pipe Locations May Slightly Vary Due to Any Grade Changes in the Proposed Roadway.
• ALL Temporary Rock Sediment Dams Shall Have Core Fiber Baffles Placed According to
Specifications.
/ 0' to 10' Long will need 1 Baffle
/ 10' to 20' Long will Need 2 Baffles
/ 20' and Longer will need 3 Baffles
• If You Have Questions Pertaining to the Erosion Control Design Contact David Wayne at (336) 903-
9140 or Scott Pipes [phone].
• Again Note that Entire Design is Based Around a 30 Day Construction Effort. Phasing IS CRITICAL.

Erosion Control Designer Sections
See Attached Erosion Design Program
See Attached Erosion Design Program
Left (L) or Right (R Descri ption Percent Grade Ditchliner Re uirements
Section 1 L From Station 0+20 To Station 3+72 __ 4.60% _ See Ditchliner Lists
'
_
Section
! 2L _
From Station _
3+72 To Station 10+50 8.40% See Ditchliner Lists
__
Section 3L From Station 10+50 To Station 14+00 8.40% See Ditchliner Lists
Section
' 4L From Station 14+00 To Station 16+00 8.40% See Ditchliner Lists
_
Section 5L From Station 16+00 To Station 21+00 8.40% See Ditchliner Lists
Section 6L From Station 21+00 To Station 24+15 8.40% See Ditchliner Lists
Section 7L From Station 24+15 To Station 29+60 8.40% See Ditchliner Lists
Section 8L From Station 29+60 To Station 31+15 8.40% See Ditchliner Lists
^Section 9L From Station 31+15 To Station 35+00 8.40% See Ditchliner Lists
Section 10L From Station 35+00 To Station 37+75 8.40% See Ditchliner Lists
Section 11 L From Station 37+75 To Station 38+75 4.00% See Ditchliner Lists
Section 12L From Station 38+75 To Station 39+65 EOP 3.30% See Ditchliner Lists
t
~ Section 1 R From Station 0+20 To Station 3+72 4.60% See Ditchliner Lists
i Section 2R From Station 3+72 To Station 7+40 8.40% See Ditchliner Lists
Section 3R From Station 7+40 To Station 10+50 8.40% See Ditchliner Lists
~ Section _ _ 4R From Station 10+50 To Station 14+00 _8.40% _ See Ditchliner Lists
Section 5R From Station 14+00 To Station 16+00 8.40% See Ditchliner Lists
Section 6R From Station 16+00 I To Station 21+00 8.40% See Ditchliner Lists I
r Section _
7R From Station 21+00 ~ To Station _
24+15 __
( 8.40% See Ditchliner Lists
Section 8R From Station 24+15 I To Station 29+60 8.40% See Ditchliner Lists
Section 9R From Station _
29+60 To Station 31+15 I 8.40% See Ditchliner Lists
I Section 10R From Station 31+15 I To Station 35+00 I 8.40% See Ditchliner Lists
Section 11 R j From Station 35+00 Ti o Station 37+75 t 8.40% See Ditchliner Lists
Section
Section 12R
13R From Station
From Station 37+75
38+75 1 _To Station _
To Station _ 38+75
39+65 (EOP)J __4.0_0% __~
~ 3.30% _ See Ditchliner Lists
See Ditchliner Lists

Project Phasing
Sections to be Completely Contructed in 30 Days to Meet the Erosion Control Designer Requirements
Section 1 From Station 0+20 To Station 3+72
Section 2 From Station 3+72 To Station 10+50
Section 3 From Station 10+50 To Station 14+00
Section 4 From Station 14+00 To Station 16+00
Section 5 From Station 16+00 To Station 21+00
Section 6 From Station 21+00 To Station 24+15
Section 7 From Station 24+15 To Station 29+60
Section 8 From Station 29+60 To Station 35+00
Section 9 From Station 35+00 To Station 39+65 (EOP)
Sections Listed Above Do Not necessarily have to be Contructed in this Sequence, however will need to Maintain

EROSION CONTROL DETAILS AND
SPECIFICATIONS
STANDARD DESCRIPTION SYMBOL
462.O1:~SeGXion).....Rip Rap FiII Slope Protection.........~~.-.
876.04 ....................Rip Rap Lined Ditch........................... _.....~'i ~ ~7
1060.08:~S~~t?.9n)...Matting For Erosion Control .......................... ~/WV
1605.0] ..................Temporary Silt Fence ................................. ~_
7606.01 ..................Special Sediment Control fence...................... ~
1622.01 ..................Temporary Slope Drain................................ , L,
] 630.02 ...................SiltBasfn Type B.........................:..........
1630.03 ...................Temporary Silt Ditch.................................. TS ~--
1630.04 ...................Stilling Basin...........................................
1630.OS ..................Temporary Diversion.................. '~~-~..
1632.01 .............:.....Rock Inlet Sediment Trap Type-A................. ~
~t^_.! OR ~A
l 632.02 ...................RockIn]et Sediment Trap Type-B...................: ~- oR J a
1632.03 ......:............Rock Inlet Sediment Trap Typ~C..................:©; oQ =~ c
1633.01 ...................Temporary Rock Silt Check Type-A............... l~
1633.02 ...................Temporary Rock. Silt Check Type-B...............
1634.01 ...................Temporary Rock Sediment Dam Type-A..........
1634.02 ....................Temporary Rock Sediment Dam Type-B......... ~
.
l 635.01 ....................Rock Pipe Inlet Sediment Trap Type-A............ /~• ,' .
.••-
I635.U2 ....................RockPfpe Inlet Sediment Trap Type-B............g .
1636.0] ....................Rock Silt Screen.......................................~ . .
Small Stream or Branch .................................................................. --ar - - - --~
Pipe Outlet Energy Dissipater............ ~
............................................. s ~
•ts®

I/~~i°ORTANT ~!~ NO_ TES ON FF~ONT P,gGE OF Ff~?OSION
C~L~ /V3` r~P~L h' H L7
B.O.P. 0+00
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ROAD: SR 1658 ~MOORE ROAD)
COUNTY: ASHE
TYPE: GRADE, GRAIN, BASE, AND PAVE X0.75 Ml1
SCALE: l" = 50' SHEET l OF 9 DATE: l/l5/OS
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l1C.005035 (R/WJ
PROJECT: l1C.005063 (CONSTJ
ROAD: SR 1658 ('.900RE ROAD)
COUNTY: ASHE
TYPE: GRADE, GRAIN, BASE, AND PAVE (0.75 Ml)
SCALE: l" = 50' SHEET 2 OF 9 DATE: l/l5/OS

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ROAD: SR 1t~58 (MOORS ROAD)
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SCALE: l" = 50' SHEET 4 OF 9 DATE: l/l5/08
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IMPOF~TANT ~!~ NOTf-S ON Fi90NT P,4GE OF EfIOStON
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ROAD: `~R ;'~~~~~8 (MOORS ROADI
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SR 1658 MOORE ROAD
ASHE COUNTY
SECTION NEEDING STREAM BANK STABILIZATION
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BARN Pl Sta 2+87.50 Pl Sta 4+24.42
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38.3 (LT) ~ = 3 05 0/.7 (RT)
D = lP 27' 33.0" D = 5' 43' 465"
L = 6/J8' L = 53.82'
T = 30.63' T = 2692'
R = 500.00' R = '
'
1,000.00'

ROAD NAME : j~V~ p 4 ~ E'= ~ ~ ,
COUNTY : .~_Sh E
PROJECT (WBS) : ~~~' ~n_5~~
(
VARIES
SHOULDER
8.
TRAVEL LANE
8'
DATE: i ~ /~ ~°~~'P
TRAVEL LANE SHOULDER DITCH
'CI
16' EXISTING TYPICAL SECTION

C1 ' .EXISTING .GRAVEL ROADBED
"i c .
\FXI,CTINr~ R(lAi'1\n/nv v QC/'`T ,~..., n~;~r_;ne n~.cn.nn r.~•

PROPOSED TYPICAL SECTION
ROAD NAME : ~ Q O ~
COUNTY : ~ ~ i7
PROJECT(WBS):
II .005 ~~
NOTE-CONSTRUCT EXTRA WIDENING IN CURVES AS OIRECTEO 8Y ENGINEER
NOTE= PAVEMENT MARKINGS FOR TWO 9' LANES
`~~ ~ RIGHT OF WAY
DATE: ~ -~g-O'~
9'
SHOULDER I TRAVEL LANE
.02
2+~
L
9'
TRAVEL LANE
MDE
•02
OI11la TO 1NHt lIN[
32' TYPICAL SECTION
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L. _ _.___- _ -_- _-- _ _-- __ ___ _~ - ---_- _ _ _ -_ _ _ __
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