20021175 Ver 1_Complete File_20020723

FILE DOPY STATE OF NORTH CAROLINA 0 2117 5
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY P. O. Box 25201, Raleigh, NC 27611-5202 LYNDO TIPPETT
GOVERNOR PHONE: [phone] SECRETARY
Mrs. Jean Manuele
U. S. Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 27615
July 17, 2002
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Subject: Nationwide Permit #14
SR 1181 (Lower Nettle Knob Road)
Ashe County, North Carolina
Project Number: 6.712429 (DWQ Permit Fee: $200)
Dear Mrs. Manuele:
1
The NC Department of Transportation is scheduled to grade, drain, base and pave SR 1181 in
Ashe County. The roadway will be'widened from 16 feet to 18 feet. Impervious surface area will
increase by 0.27 acres or 4%. This project will require the replacement of three (3) wet cross
lines as shown below:
1) Replace existing 37'x 30" CMP at station 32+11 with an 80'x 36" CSP.
2) Replace existing 25'x 30" CMP at station 39+72 with a 45'x 36" CSP.
3) Replace existing 32'x 30" CMP at station 57+67 with a 50'x 36" CSP.
Miscellaneous rip-rap impacts will total 30 linear fl. or less. New stream impacts =111 linear ft.
** Please note that the wet pipe at station 39+72 is currently perched approximatel 4 feet
Burying this pipe 20% would create a slope too steep to accommodate aquatic life passage
and would likely result in a blowhole on the outlet end. Water. depth is approximately I
centimeter and no fish habitat is present anyway. As a result, this pipe will remain perched
after construction.
Construction of this project will necessitate impacts to waters of the United States in the New
River Basin. The above noted wet cross lines carry different unnamed tributaries to the South
Fork of the New River (Class: WS-V, HQW). The Division 11 Environmental Officer reviewed
this project for the presence of threatened and endangered species on June 5, 2002. This project
will have no effect on any federally listed endangered plant or animal species, According to the
P. 0. Box 250, N. WILKESBORO, NC 28659
PHONE [phone] FAx [phone]
f- I,r .
D
Mrs. Jean Manuele
SR 1181, Lower Nettle Knob Road, Ashe
Page 2
July 17, 2002
NCDOT web site, the NCDOT Historical Architecture Section has reviewed this project and
determined that there are no NR/SL/DOE properties along this roadway that will be impacted by
the proposed project (see attachment).
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 Cynthia
Van Der Wiele, NCDENR, Division of Water Quality, 401/Wetlands Unit, for her 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,
7o?d,- ?
Heath Slaughter
Division Environmental Officer
Enclosures
cc: Jean Manuele, US Army Corps of Engineers (1 additional copy)
Ron Linville, Western Piedmont Region Coordinator, NCWRC
Cynthia Van Der Wiele, Division of Water Quality (7 copies)
R. C. McCann, PE, Division Engineer
Doug Tetzlaff, District Engineer
Doug Eller, County Maintenance Engineer
Heath Slaughter, Division Environmental Officer
Neil Trivette, Roadside Environmental Field Operations Engineer
Brian Strong, Resource Management Specialist

Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No.O 2117 5
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
Z. 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NW #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: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
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: hslau hg [e-mail]
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 1181, Lower Nettle Knob Road
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Ashe Nearest Town: West Jefferson
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From West Jefferson, travel
south on NC 163. Turn right onto SR 1181 and travel approximately 3.5 miles to station
60+50.
5. Site coordinates, if available (UTM or Lat/Long):
Station 32+11 UTM: 17 461050E 4018128N
(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:
Residential
7. Property size (acres): Approximately 7 acres.
8. Nearest body of water (stream/river/sound/ocean/lake): UTs to South Fork New River
(Class: WS-V, HQ)D.
9. River Basin: New
(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/m4ps/.)
Page 4 of 12
10. Describe the purpose of the proposed work: Grade, drain, base and pave SR 1181.
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: Residential/Farm
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

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
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://wlrtiv.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:
Total area of wetland impact proposed:
2. Stream Impacts, -including all intermittent and perennial streams
Stream Impact Length of Average
Width of Perennial or
Site Number Type of Impact* Impact Stream Name**
Stream Before Intermittent?
(indicate on map) (linear feet)
Impact (please specify)
Station No. 32+11 Pipe replacement 43 feet UT #1 to South Fork New River 2 feet Perennial
Station No. 39+72 Pipe replacement 20 feet UT #2 to South Fork New River 2 feet Perennial
Station No. 57+67 Pipe replacement 18 feet UT #3 to South Fork 2 feet Intermittent
New River
Miscellaneous 30 feet or

All of the above rip-rap ft.
less (10 UTs to South Fork New
2 feet Perennial/
placement for
per pipe) ) River Intermittent
stabilization

* List each impact separately and identify 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
wti«v.usas.aov. Several Internet sites also allow direct download and printing of USGS maps (e.g., ,ww.topozone.com,
wwtiv.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 111 in. ft. of new impacts.
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 Wate)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
N/A

* 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.
The existing roadway must be widened to achieve an acceptable section width, thus increasing
public safety. The existing pipes must be replaced for the same reason. 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 replacement pipe lengths will be the minimum needed to construct the
widened roadway. All appropriate BMPs will be used during construction.
Page 7 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.ne.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.
N/A
Page 8 of 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at 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 (linear feet): NIA
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-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 (federal/state/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
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular trom near bank or cnannei; cone / exienas 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.
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 0.27 acres or 4 %. All appropriate best management
practices for sediment and erosion control will be implemented during construction.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XHL 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).
Applicant/Agent's ignatuVnIry Date
(Agent's signature is valid 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 Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Pitt
Tyrrell
Washington
Wayne.
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 12
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L
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/ ?O - _ _ -• -
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EDe te3e
1553
ezer
• ? ';' 1.6 7225 ? -- _'
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•y l i40 -?
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e. S •\ 1.4 1628 I6a

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i

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le Ch. 3 \ _ -, ry .
1230 ` 1623
.t• 4
1248 ' 1259

" O?? 1631 7628
` - 6

Tolivar ? RIDGE
• 1144. 221 '3 5
9
1138 1141 .7 1145 11:9
<194)
- e
PS
2
n b
1156 :`{'; \ y "i 6z N ? • ? , r
? 1629 o
7122
- • ?e•?,; z.5
- 1 ..,
.3 2 4
l
1147 1199
1222 ,
i 6-
.
K/('I?..Y\
?t; 17 1
2
„ 12331/36 2a5y..;•. 9 \ Othello."` r .2 •/ b
,• 1159 'O 6 b 628 a '9

' 1100
t
/
N 4."/ ` 1 1 l43
1145 1146 - 'm
1246
1 63 1 6

139
1661 N I _
1• '
• ) < /1248 1147 X
16
1208 Boldwin •1276 y ' '0 'N 1160 '
odlord ELK 1209 tzzl 2-Im MULATTO
224.0
'.\;
2 2 1200 MTN. 3
Ia.4 .4, •J O Z IIHI 1192 1159
_ 1 V
7 •N T 1145 \ 1177 Betnel Ch. •,A
1196 `\ GI ndale ?? •V
194 1114
1
•
I I78
t'7 1182 •
a •
? Springs
? ,
4
Old 1Ov01
.112's
Qi' 1210
1278
T ' 1 04'20'
' 4
"4 / . • \ 225 P 2
9
11
121, ?•
y2 ' r
2 0
•
113 j 1211
0 ,3 ?, 1179
1100 1113
1180
@ 1181
-'\ •? 11]7 .. 1201
1159
1

P
?. 0 Mill
Creek

186. ltl ' \. 41 1181
'
`

't
O
--
N / J
Todd] 1
F
N
* l
• .
11n 1275
\ P
Z
• 1 6 \ ; '

@ °
i
I112
D
11
111 .
e
1169 \
10 "- '
Z t
12x1
.
•

0
5
• 1176 -•
i 121'! 111 'd / \ a? p
Big Flots 1103'
1111
Ch
•
- 1.0
?- I 1 f K ro nwsmroe0 -
?
•3
l ids .
J FleatWood \ 1179 Z 1168 ' 1183 ?.3 1166
Obida' G

N
•> J
1109 1106 1106 1216 \ 2a
' •
1159
1003 'l
,
. W1163
m T ? 1169 ,r
Qp
?r l ., '
r
DANIELS
1.8 GAP
7100 r1
y
1003 \.3
' 126
1103
Blu
221 Yates N
1
•
N
\ y5

` 1107.. b ldg
° 1105 / R
.6 ° Idlewild 1166 Ch.
n•
1104 24

g4'IQ .1165
R/
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/ 9 1
S/ BroM ! %Liberty Grove Ch/"• 1003 1172' •, 1169 167
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1106 1168
OOd 1143 e \
+ i}i
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1100 : t. ? ?1 '\ 3
.
7
?
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?•
Y
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7202 .
1101
?
•
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1169 3 J
4
•? 1
1100 1171
1.6
• \•\ ?,3 •31170
'\ 1769 PHILLIPS
JQ• GAP
/' ?
\ •
^
/
? ??
\ ?
7613'
• \ 6'15'
C 221 /
•
\ 6 S
d
a4Y
THOMPKINS
/ KNOB ELEV.
ti 4.100

T ?
Y
NOTE: MAP INCLUDES ONLY STATE MAINTAINED ROADS
OR IMPORTANT NON-SYSTEM ROADS.
MILEAGE NOT SHOWN ON FRONTAGE ROADS.
ROADS SHOWN AS OF FEB. 9. 1998.
r,Rr)S,ThM C ??? 1Ro? SR 118 A??G?
?OWr-- P, Ns, -Lls ? nAC>
1 opo/-one - i ne w eo s i opugrapinu iviap
1 ag%. J. Vl L
rnm
Map center is UTM 17 461650E 4018295N - GLENDALE SPRINGS quad [Quad 1
Copyright®2000 FAapsalacarEe Inc ._ ' - ? ?_? rr T
U 7%
1V
?. r V { .'i I1
• - :,1111 ?: li.• 1?. ? ! -. J? ? ,=, i rl
.;. r ' .Rid rvies f f'. ?'1 { 1 I .
IS
7
11 7?
vl.
31
0 Soo 1000 15500 2000
meters i t . i I i
miles 0 0?s i 0
http://www.topozone.com/print.asp?z=17&n=4018295&e=461650&s=25&symshow--n 5/23/02
CONSTRUCTION SEQUENCE FOR INSTALLING ROADWAY CULVERTS
1 - Clear only enough area and install the downstream measures such as slit 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.
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 15
working days or 30 calendar days following completion of
construction or development, whichever period is shorter, except
as provided in 15A NCAC 413.0024 (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 30
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.O.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.
SECTION 1042
RIP RAP MATERIALS
1042-1 PLAIN RIP RAP.
Stone for plain rip rap shall consist of field stone or rout=h unhev.,n quarry
stone. The stone shall be sound, tough, dense, resistant to the action of air
and water, and suitable in all other respects for the purpose intended.
Where broken concrete from demolished structures or pavement is avail-
able, it may be used in place of stone provided that such use meets with the
approval of the Engineer..Ilowever, the use of bi•okeI1 concrete which
colitains reinforcing steel will not be permitted.
The stone or broken concrete shall be graded to meet the following
requirements:
1. Foi- Class I Rip Rap. Stone shall vary in weight from 5 to 200 pounds.
At least 30 percent of the. total weir=lit of the rip rap shall be in
individual pieces weighing a minimum of 60 pounds each. Not more
than 10 percent of the total Weight of the rip rap may be in individual
pieces weighing less than IJ pounds each.
2.-For Class 2 Rip Rap. Stone shall vary in weight from 25 to 250
pounds. At least GO 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 weig=ht of the ril) rap may be in individual
pieces weighing less t11an 50 pounds each.
n
G„1
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. A ground cover sufficient to restrain erosion must be provided for any
disturbed area.
Ditch Liner Requirements
Road Name: SR 1181 Lower Nettle Knob Rd. Ashe
Station Station RVU Type Liner Required
0+00 2+00 Lt. ROVING
0+00 1+00 Rt. ROVING
3+00 6+00 Lt. RIP-RAP
6+00 10+00 Lt. ROVING
11+00 12+00 Lt. RIP-RAP
10+00 22+00 Rt. RIP-RAP
30+00 31+60 Rt. ROVING
30+00 46+00 Rt. ROVING
48+50 51+00 Rt. RIP-RAP
51+50 68+50 Rt. ROVING
60+50 61+00 Rt. ROVING
-- E?? '
DETAILS AND

SPECT-FICA 71 ION S

Std. - Description S=_bol-

16 0?. 01 T empor2ry Silt rence
All „A
1°=°•°'' A Temporary Silt Ditch-
1 ?-3 0.5 Temporary Diversion
- i°
1622.01 Temporary Slope Drain
16'0-01 Silt Basin T ype-A 0
630.02 Silt Basin Type-B
16603.01- Temporary Rock Silt* Check Type-A
1633.02 T empor2ry Rock Silt Check Type-B
15%4.01 Temporary Rock Sediment Dam Type-A
1534.02 Temporary Rock Sediment Dam Type-B
1635.01 Rock Pipe Inlet Sediment T r20 Type .A
1635,02.

d3D.01
, a
Rock Pipe Inlet S, dime. nt.Trap Type-B
Rock Sii i-L Screen
d 10
B
?.o
1530.04 Stilling Basin i-?
Rock Inlet. Sediment Trap:
1632.01 Toe-A A l i -- OR.. A
15 2.02 T yPe-"
B ][:Ii-- OR - B
1 662.03 Type-C C 11-- OR -- C
c53-0/. li_ned
saC?-O:1--.._-
v
y' C i r Cg 77,0'V1 L ne^- LC 1 . _ UULllllflT?J?/-
• -
, ?!..
i
F, 68 0 G1
1
Rj D !CAD i l 1 ? l pCo C .
Sma1? S'_earm or .._snc i. f----
Tfi ?t?1 ?C1 ?
..r C ? j

EROSION CONTROL PLAN

SR IISI
COUNTY A5k2
LOCAL NAME Nr+{Ip.n1o
WORK ORDER NO. gx3xZ
DRAWN BY:

DISTRICT ENGINEER:
a
f
ROADSIDE ENVIRONMENTAL
ENGINEER:
'T ?F, ?1ov,? °t- -UI
NOTE:
ALL PIPE LOCATION MAY VARY DUE
TO GRADE CHANGES IN ROADWAY.
ROCK CHECKS AND BASINS ARE TO BE
REMOVED BEFORE RIP RAP OR ROVING
PLACEMENT. BASINS AT CROSSLINES
TO REMAIN.
S-rA, ?$-? 5 O 1?R1V E
?Xi ST 30 rX I $ GS P --- --- --
4o)<6 f?v
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v
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ALL WET CROSSLINE PLACEMENT THAT UNI V
REQUIRE MORE THAN ONE WORK DAY TO SSA
INSTALL REQUIRE A SILT SCREEN AT 2+Zo
OUTLET END.
Fx? sr, 40'Y\ 15 ,,?
Rt 40,X 15" cs p
STREAM INFOR MATION: Plato gv3x2 Q

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EROSION CONMOL PLAN
SR
COUNTY
LOCAL NAME
WORK ORDER NO.
ci x3xz
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LOCAL NAME
WORK ORDER NO.

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EROSION CONTROL PLAN
SR
COUNTY
LOCAL NAME
WORK ORDER NO.
40400
SHEET OF
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_ -
9x3xZ
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EROSI01T CONYROL PLAN
SR i
OUNTY
LOCAL NAME
WORK ORDER, N0.
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SCALE I' = 100'
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EROSION CONTROL PLAN
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COUNTY
LOCAL NAME
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EROSION CONTROL PL,4N
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COUNTY
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North Carolina Waterbodies Listed by County
Note: Waterbodies are listed in more than one county if they cross county lines.
Name of Stream Description
Report Date: 07115103
3ecords Found. 123
Search Parameters:
County: Ashe
Class:
SpDes:
Name:
Desc:
Index#:
Curr. Class Date Prop. Class Basin Stream Index #
Ashe County
NEW RIVER (North From confluence of C;ORW 02/01/93 New 10
Carolina Portion) North and South Forks
New River to the last
point at which it
crosses the North
Carolina-Virginia
State Line
South Fork New From Elk Creek to a C;HQW 08/01/90 New 10-1-(14.5)
River point 0.4 mile
upstream of Couches
Creek
Elk Creek From source to South C;Tr:+ 02/01/93 New 10-1-15
Fork New River
Little Elk Creek From source to South C:+ 02/01/93 New 10-1-16
Fork New River
Meadow Creek From source to South C:+ 02/01/93 New 10-1-17
Fork New River
Mill Creek From source to South C;Tr:+ 02/01/93 New 10-1-18
(Grassy Creek) Fork New River
Cranberry Creek From source to South C:+ 02/01/93 New 10-1-19
Fork New River
Rocky Shoal From source to South C:+ 02/01/93 New 10-1-20
Branch (Mill Fork New River
Creek)

South Fork New From a point 0.4 mile WS-V;HQW 08/01/98 New 10-1-(20.5)
River upstream of Couches
Creek to a point 2.8
mile upstream of Obids
Creek
Couches Creek From source to South C:+ 08/01/98 New 10-1-21
Fork New River
Old Field Creek From source to Call C;Tr:+ 08/01/98 New 10-1-22-(0.3)
Creek
Old Field Creek From Call Creek to C;Tr,ORW 08/01/98 New 10-1-22-(0.7)
South Fork New R.
Page 1 of 8
TopoZone -"The Web's Topographic Map
Page 1 of 2
1175
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Map center is UTM 17 461648E 4018295N - GLENDALE SPRINGS quad uad
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http://www.topozone.com/print.asp?z=17&n=4018295&e=461648&s=25&symshow--n 6/10/02
TO:
FROM:
DATE:
SUBJECT:
Jean Manuele, USACOE
Raleigh Regulatory Field Office
Ron Linville, Regional Coordinator
Habitat Conservation Program
July 22, 2002
FILE COPY
North Carolina Department of Transportation (NCDOT), SRI 181, Lower
Kettle Knob Road, Unnamed Tributaries South Fork New River, Ashe
County
These comments are provided in accordance with the provisions of the Fish and Wildlife
Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661-667d) and the North Carolina
Environmental Policy Act (G.S. 113A-1 through 113A-10; NCAC 25). The NCDOT
proposes to grade, drain, base and pave the referenced road.
The project will widen the existing roadway from 16' to 18' and require three (3) wet
cross lines. The three cross lines will occur at stations 32+11, 39+72, and 57+67. Total
additional impacts associated with the three 36" lines will be 111 linear feet. Piping is
perched at station 39+72. This pipe will remain perched after construction. Brook trout
are known to be in associated drainages.
We will not object to the project provided the following conditions are implemented:
1. Instream work and land disturbance within the 25-foot wide buffer zone are
prohibited during the brown and brook trout spawning season of October 15
through April 15 to protect the egg and fry stages of trout from off-site
sedimentation during construction.
2. Except as indicated above, culverts less than 48 inches in diameter should be
buried to a depth equal to or greater than 20% their size to allow for aquatic life
passage. These measurements must be based on natural thalweg depths. The
pipes should be large enough so that waters can flow through without freefalling
or damming on either end during low flow conditions to maintain aquatic life
passage. The dimension, pattern, and profile of the stream above and below the
SRI 181, Lower Kettle Knob Road 2 July 22, 2002
pipes should not be modified by widening the stream channel or reducing the
depth of the stream. Previously disturbed floodplains and streams should be
restored to natural geomorphic conditions whenever practicable.
3. If concrete will be used, work must be accomplished so that wet concrete does not
contact stream water. This will lessen the chance of altering the stream's water
chemistry and causing a fish kill.
4. Heavy equipment should be operated from the bank rather than in the stream
channel in order to minimize sedimentation and reduce the likelihood of
introducing other pollutants into the stream.
5. Sediment and erosion control measures shall adhere to the design standards for
sensitive watersheds (15A NCAC 4B .0024).
6 {'* Temporary or permanent herbaceous vegetation should be planted on all bare soil
>wth ldays of ground disturbing activities to provide long-term erosion
control. wa.,ericourage NCDOT to utilize onsite vegetation and materials for
streambank stabilization when practicable.
Thank you for the opportunity to review and comment on this project during the
early planning stages. If you have any questions regarding these comments, please
contact me at 336/769-9453.
Cc: Cynthia Van Der Wiele, DWQ
Heath Slaughter, DOT
Marella Buncick, USFWS
Becky Fox, EPA
i?; ?qv\
AG
s 15?M
c 9r_

Top: Wet pipe at station 39+72 on SR 1181, Ashe County (UT to SFNR - Class: WS-V, HQW).
Bottom: SR 1181, Ashe County.
021175
Re: DWQ 02 1175
Subject: Re: DWQ 02 1175
Date: Wed, 07 Aug 2002 15:26:11 -0400
From: Jennifer Frye <[e-mail]>
Organization: NC DENR Water Quality
To: Cynthia Van Der Wiele <[e-mail]>
It is legitimate. The overall reason for this has to do with the road being
right along the S.F.New River and the road bed having to be elevated - If
they bury the pipe, the slope will be so steep that any aquatics (which
there probably aren't too many anyway - maybe a few benthos) wouldn't be
able to travel through anyway and the stream energy would cause major
problems at the outlet.
Cynthia Van Der Wiele wrote:
> Jen,
> Thanks for the reports. On project 02-1175 (NCDOT SR 1181), you just
> mentioned to issue. Should we require DOT to remove the pipe that's
> perched 4' or do they have a legit reason for leaving it as is? Thanks,
> Cynthia
Jennifer Serafin Frye
Division of Water Quality
NC Department of Environment and Natural Resources
Winston-Salem Regional Office COPY
Winston-Salem, NC 27107
Voice: 336-771-4608 ext. 275 Fax: [phone] FILE 1 of 1 817/02 3:34 PN

MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: Jennifer Frye
WQ Supervisor: Steve Matmey
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name NCDOT - SR 1181 County ASHE
Project Number 02 1175 County2
Recvd From DOT Region Winston-Salem
Received Date 7/23/02 Recvd By Region 8/1/2002
Project Type
Certificates Stream- Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet am
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
111.00 83.00 28.00
?F__Q Y O N 10-1 Wsv HQW 50,701. F
F
F_ PT61N
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y * N Recommendation: 0 Issue 0 Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss) 361833 Longitude (ddmmss) 812602' ,
Comments:
The WSRO recommends that WO Certification #3375 be issued for this project.
cc: Regional Office
Central Office Page Number 1
Triage Check List
Date: 7.30 - dZ- Project Name: ACC67 SIZ 1181
DWQ#: 02- - f 175
L
FILE COPY `°un`y "'°`
TO: ? ARO Mike Parker
? FRO Ken Averitte
? MRO Mike Parker
? RRO Steve Mitchell
? WaRO. Deborah Sawyer
? WiRO Joanne Steenhuis
?,WSRO Jennifer Frye
From: kilAtA
Telephone : (919) S7I5
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? Mininmization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments: Q X e ed S 37f 72 f5

?q 'd4

I otai for 401:
WRP Mitigation
ate ion Project Wetland Wetland Area Length Completion
MitigationType Number Type Class (acres) (feet) Date Subbasin
Stream Impacts (ft.)
Peren- Inter-
nial mittent
71 771 -tg_::

Total Mitigation: _
lookup';,,,' "P