20041849 Ver 1_Complete File_20041116

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ILWRUW?@
NOV 1 6 2004
STATE OF NORTH CAROLINA MNR-WAMRQUgt,1TY
DEPARTMENT' OF TRANSPORTATION ANO8TDW*T RNWa
MICHAEL F. EASLEY P. O. Box 25201. Raleigh. NC 27611-5202 LYNDO TIPPETI'
(., ?'?iltu, It PHON1;: 919-733-2520 SO 'kE 1A10
November 9, 2004
Mr. John Thomas
U. S. Army Corps of Engineers ®? Q Raleigh Regulatory Field Office 849
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 27615
PAYMENT
Subject: Nationwide Permit # 14 s RECEIVED
SR 132213 (South Flatwoods Road)
Ashe County, North Carolina
Project Number: I1C.005070 (DNN'Q Permit Fee: $475)
Dear Mr. Thomas:
The NC Department of Transportation is scheduled to grade, drain, base and pave SR 132213,
South Flatwoods Road in Ashe County. Total project length is approximately 230 miles. The
roadway width will increase from 16' to 18' and be paved. Impervious surface area will increase
by 0.56 acres. This project will require the replacement of thirteen (13) wet pipes as shown
below:

Station Number Existing Structure
Size Proposed Pipe
Size Riprap Impacts
feet Total Impacts at
this Station ft.)
20+24 54'x 18" 80'x 18" 10 36
23+88*^ 46'x18" 80'x24" 10 44
40+81 *^ 30'x 18" 65'x24" 10 45
47+4 I * 31 'x 18" 50'x24" 10 29
52+02* 36'x 18-' 60'x24" 10 34
55+24 40x24" 60x36" 10 30
67+76 64'06' 85'x36" 10 31
71+8()A 50'x 18" 140'x24" 10 100
79+00^ 45'x 18" 125'x 18" 10 90
88+78 30'x 19" 40'x24" 10 20
102+41** 35'x 18" 95'x24' 10 70
110+42 30'x 18" 45'x 18" 10 25
119+58 30'x 18" 45'x 18" 110 25
Total Stream Impacts = 579 feet
11. 0. Box 250, N. WILKE.SHORO, NC 28659
PHONE [phone] Fm [phone]
Mr. John Thomas
SR 1322-8. South Flamoods Road. Ashc
Page 2
NoNcmbcr `). 2004
*Tlic \Nct pipes at stations 23A88. 40181. 47+41. and 52+02 N\ill remain perched Ndhcn replaced due to
slope.
'Extra pipe length nccdcd at stations 23+88.40+81. 71+80 and 79+00 due to curve elimination and till.
**Extra pipe length nccdcd at station 102+41 duc to pipe skcw and right of ?\ay agreement.
Construction of this project will require impacts to waters of the United States in the New River
Basin. Wet pipes located at stations 102+41, 110+42, and 119+58 carry different unnamed
tributaries of Roaring Fork (Class: C:Tr,+). The remaining wet pipes carry different unnamed
tributaries of Big Laurel Creek (Class: C.Tr;+). This project was reviewed for the presence of
threatened and endangered species on November 9, 2004. This project will have no effect on any
federally listed endangered plant or animal species. The State Historic Preservation Otlice has
reviewed this project and did not request any survey work.
The proposed project should not remove or degrade existing water quality uses. Pipe sizes used
will be the minimum necessary to create a safe roadway. All pipes with a slope greater than 6°.0
will remain perched and an energy dissipator pad will be installed at the pipe outlet. By utilizing
the erosion control measures outlined in the attachments to this application, downstream water
quality standards will be protected. All appropriate BNIPs 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. Please note that a trout buffer variance
will be requested for ground disturbance within the 25-foot buffer zone of UT's to Big Laurel
Creek and UT's to Roaring Fork. Variance will be requested for UT's to Big Laurel Creek in the
following areas: 0+00 - 3+50 (Rt.), 17+50 - 19+50 (Rt.), 21+50 - 26+00 (Rt.), 35+00- 58+00
(Rt.), 86+25 - 91+50 (Rt.). Variance will be requested for UT's to Roaring Fork in the following
area: 102+00 - 110+42 (Rt.).
By copy of this letter, I am for -warding 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,
Staci Hining
Division Environmental Specialist
Mr. John Thomas
SR 1322-B. South Flat%%oods Road. Ashc
Page 3
November 9. 2004
Enclosures
cc: John Thomas, US Army Corps of Engineers ( I additional copy)
Ron Linville, Western Piedmont Region Coordinator, NCWRC
John Hennessy, Division of Water Quality (7 copies)
Sue Homewood, Division of Water Quality
Matt Gant, PE, Land Quality Section
Mike Pettyjohn, PE, Division Engineer
Doug Tetzlaff, District Engineer
Doug Eller, County Maintenance Engineer
Heath Slaughter, Division Environmental Officer
Neil Trivette, Roadside Environmental Field Operations Engineer
Office Use Only: Fonn Vcrsion April 2001
USACE Action ID No. DWQ No.
if any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
I . Check all of the approval(s) requested for this project:
?X Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NW 914
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: ?
11. 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: sshinin 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: Staci Hininu, Division Environmental Specialist
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:_ sshining2dot.state. nc us
Page 3 of 12
lll. 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 I I 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 13228 South Flatwoods Road
2. T.I.P. Project Number (NCDOT Only): 1 1C.005070
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Ashe Nearest Town: Eldreth
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): 67+76 DD: 36.5304° N, 81.6558° 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:
Forest/Residential
7. Property size (acres):_ Approximately 13.94 acres
8. Nearest body of water (stream/river/sound/ocean/lake): UT's to Bic; Laurel Creek (Class:
C:Tr:+) and UT's to Roaring; Fork (Class: C•Tr•+)
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 11, 11---) t , : r,C H,' ;;;,,;,, ,;, T- .)
10. Describe the purpose of the proposed work: Grade, drain base and pave SR 1322E
Pap 4 of 12
1 1. List the type of equipment to be used to construct the project: Track hoe/backhoe, motor
?-,rader and dump tricks.
12. Describe the land use in the vicinity of this project: Forest/Residential
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.
1. Wetland Impacts
Page 5 of 12
Wetland Impact
Site Number
(indicate on nla)
TNpe of Impact* Arca of
Impact
(acres) Located 1lithin
100-Near Floodplain**
(ACS/no) Distance to
Nearest Stream
(linear feet)
TNpe of Wetland'
N/A

List each impact separately and identil} telnporan, Impacts. Impacts 111011 te. 0111 are 1101 II11111CU 10: I11CCl1a111/cU Clcanug,'Ulauui . 1111.
excavation. flooding. ditching/drainage. etc. For dams, scparlteh list impacts due to both SMIC111re and flooding.
100-Year floodplains are identified through the federal l:nlcrgen0 Management Agency's tHAIA) Flood 111;urlice Katc Nlaps
(FIRM), or FL•'h1.1-appro%,cd local Ilookiplain neaps. Maps are available through the FLl`1A Map Service Ccntcr at I-SOO-358!1616, or
online at
.«« list a mctland t\pe that best describes mctland to he imhlcted (c.g.. I'resimatcr/salt"alcr marsh, loresled \\ctland. beaver pond,
Carolina Bav. bou, 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
Strewn Impact Length of Average
Width of Perennial or
Site Number Type of Impact* Impact Stream Name**
arn B
fore
Str Intermittent?
(indicate on map) (Iine it feet) a
' (please spccif\.)
Station No. 20+24 Pipe rcplaccmcnt 26 feet UT #I to Big Laurel
Creek I foot Sup
Station No. 23+88 Pipe rcplaccment 34 feet UT 42 to Big Laurcl
Creek I foot Peretutial
Station No. 40+81 Pipe rcplaccmcnt 35 feet UT 93 to Big Laurcl
Creek 1 foot Pcrcnnial
Station No. 47+41 Pipe replacement 19 feet UT #-t to Big Laurcl
Creek I foot Perennial
Station No. 52+02 Pipe rcplaccment 24 feet UT #5 to Big Laurel
Creek I foot Perennial
Station No. 55+24 Pipe rcplaccmcnt 20 feet UT #G to Big Laurcl
Creek 2 feet Pcrcnnial
Station No. 67+76 Pipe rcplaccmcnt 21 feet UT 47 to Big Laurcl
Creek 3 feet Pererutial
Station No. 71+80 Pipe rcplaccmcnt 90 feet UT 48 to Big Laurcl
Crcck 1 foot Pcrcnnial
Station No. 79+00 Pipe rcplaccmcnt 80 feet UT 49 to Big Laurcl
Creek I foot Pcrcnnial
Station No. 88+78 Pipe rcplaccmcnt 10 feet UT # 10 to Big Laurel
Creek I foot Perennial
Station No. Pipe rcplaccmcnt 60 feet UT #1 to Roari ng Fork I foot Scep
102+41
Station No. Pipe rcplaccmcnl 15 feet UT #2 to Roaring Fork 1 foot Pcrcnnial
110+42
Station No. Pipe rc hacement
p 15 feet UT 43 to Roaring Fork 1 foot Perennial
119+58
Pagc 6 of 12
Miscellaneous

See attached
rip-rap UT's to Big Laurel

coN cr letter
placement for 130 feet Creck and UT's to 1-3 feet Perennial/ Sec
P
stabilization Roaring Fork
SAIL "I' IL ,,,,fr Lt x'17m.lM N; MW lUClltllN' lclilporaln• impacts. impacts include, Nit are 1101 1111111Cd lo: c'lll\'Cllti and associated rip-rat),
dams (separately list impacts due to both structure and flooding). relocation (ineludc linear Icct beiilre mid aller, and nct loss/gain),
stabilization activities (cement \\'all, rip-rap, crib \\all. gabions, etc.). excavation, ditching/straightening, etc. ll'stream relocation is
proposed, plans aid profiles shm\ing the linear Rlolprint for both the original and relocated streauns must be included.
Stream names can be iolid on USGS topographic neaps. If a stream has no name, list as UT (ulianled tributary') to the nearest
do"nstreanl named stream into x\hich it floe's. USGS maps are available through the USGS at 1-500-359-9616, or online at
Several Intcmct site also allow direct download and printing of USGS leaps
etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 579 In. ft. of new permanent impacts
I 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 nla)
Type of Inlpact* Area of
Impact

(acres)
Nanle of Waterbody
(if applicable) Type of Naterbody

(lake, pond, estuary. sound.
bav. ocean. etc.)

?• y?.? ryuaw„ auu tuc„ul} tcnilxlral}' lIllpacls. llllpacls include, but are not lilluted to: till, ecavation, dredgrig,
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/enlbankment, 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:
Page 7 of 12
V11. 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 replacement pipe lengths will be the minimum needed to
safely construct the paved roadway. All appropriate BMPs will be used during; construction
VIII. I11itigation
DWQ - In accordance with 15A NCAC 214 .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
"1tE?I?',? .nr .f,;l,n?' it r?•:•,?'?I,?r?l, l?i?, ,i;!:• ??In;?.
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 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): N/A
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
(Neuse), 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.
Lonc* Impact Multiplicr Required
(s uarc feet) Miti ration
1 3
2
1.5
Total
• A1c; 1 c..mends oui ±u iee! ) apend?cular iron nc.?r tx?nk ofchannel. 'hone 2 extends:m
additional 20 feel 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
X1. 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 0.56 acres All appropriate best management practices
for sediment and erosion control will be implemented during construction.
X11. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
X111. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (I 5A 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).

App scant/Agent's Signature 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 lredell Mitchell
US Army Corps of Engineers Ashe Cla Jackson Polk
151 Patton Avenue Buncombe y
Cleveland Lincoln Roi%an
Room 208
Asheville, NC 28801-5000 Burke
C
b Gaston Macon Rutherford

Telephone: [phone] a
arrus
Caldwell Griliam
Hayivood Madison
MCDo%vcll Stanlev
S«ain
Fax: [phone] Cata%iba Henderson Mecklenburg Transylvania
Raleigh Regulaton• Field Office Alaniance Durham Johnston Rockingham
US Army Corps Of Engineers Allegliany Edgeconibc Lee Stokes
6508 Falls of the Ncuse Road Ashc Franklin Nash Sum.
Suite 120
Ralcigli
NC 27615 Caswcll Fors}11i Northampton Vancc
.
Telephone: [phone] Chatli ni
Davidson Granville
Guilford Orange
P Wake

Fax: [phone]
Davie
Halifax erson
Randolph Warren
Wilkes
Washington Regulaton• Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1ooo Carteret* Green Pamlico
Telephone: [phone] Cho%van Hertford Pasquotank
Fax: [phone] Craven Hyde Pcrquimans
Wilmington Regulatory Field Office Anson Duplin Onslo%%
US Army Corps Of Engineers Bladen Harnett Pendcr
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
Washngton
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
Troatan National Forest Onh•
Page I I of 12
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\\E,ASHE COUNTY-111c I
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1) Upstream view at station 23+88 on SR 132213, Ashe County.
2) Perched outlet at 23+88.
3) Additional pipe length needed at 23+80 outlet to reduce illustrated sharp curve.
4) Upstream view at 55+24.
5) Upstream view at 67+76.
E

EROSION CONTROL DETAILS STD
SPECIFICATIONS
STANDARD DESCRIPTION SYMBOL
462.01.(5°Gtion)..... Rip Rap Fill Slope Protection ..................
876.04 ....................Rip Rap Lined Ditch.....................
1060.08:?S°?t.Ql7)...Matting For Erosion Control............
1605.01 ..................Temporary Silt Fence ................................ .
1606.01 .................. Spe; ial Sediment Control fence.......
l 62101 ..................Temporary Slope Drain........... 1
...
1630.02 ...................Silt Basin Type B.........
............................
1630.03 ................... Temporary Silt Dit:.h ....................... ---T S D-
... .
1630.04 ...................Stdiing Basin.......................................... .
© .
1630.05 .................. Temporary Diversion .......................-
1632.01 . ..................Rock Inlet Sediment Trap Type-A.. ..
................
1632.02 .............
.....Rock Inlet Sediment Trap TypA„-B ...................
. 1
-7R
.
L
?? D
1632.03 . .................
Rock Inlet Sediment Trap Type-C..... J
:
.............
L(?J:
)

C-
1633.01 . ..................Temporary Rock Silt Ch=k Type-A............... .
lM
1633.02 ...................Temporary Rock Silt Check T B....
1634.01 ...................Tempo.-ary Rock Sediment Dam Typ. A..........
1634.02 .................... Temporary Rock Sediment Dam Type-B.........
1635.01 Rock Pipe Inlet Sediment Tra T ? \\
1635.02 ...................Rock Pipe Inlet Sediment Trap Type-B............g
1636.01 ....................Rock Silt Screen
........._.............................? .
r
Small Stream or Branch .....................
Pipe Outlet Euervrv Dissipater ........................... '
oo
a a a a
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 ourt in G. S. 113A-;,7.
MANDATORY STANDARDS FOR LAND-DISTURBING ACTIVITY
Pursuantto G.S.113A-37 (3) provisions for a ground cover.
sufficient-to restrain erosion must be accomplished within 15
working days-or30 calendar daysfoliowing completion of
construction or development, whichever period is shorter, except
as provided in 13A NCAC 4B _0024 (e).
DESIGN STANDARDS IN SENSMVE WATERSHEDS
- - Pursuantf.o G. S_ 913A-57 (3) provisions for a ground cover
sufncienttorestr-ain erosion mustbe provdedforany portion-'o-fa
land-disturbing activity in a HQW zone within IS working days or 30
- ' calendar days following completion of construction or
development, wMaheverperiod 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.

CONS- UC T ION S=QUENC:E OR INSALUNG ROADWAY CULVERTS
1 - Clear only enough area and install the dowrstrearn measures such as silt cheek dams,
silt screens, and basins as noted on plans.
2 - Exmvate the 2' base tail dit--h.
3 - Excavate and install the roadway culvert.
4 - install sediment control measures at inlet as noted on plans.
5- Install additional pipe outietprote-cbon and inlet protection as noted.

1
HIGH QUALITY NAIATERS
1. Uncovered areas are limited at any given time to a maximum total area of
20 acres.
?. Erosion and sedimentation control measures shall be designed to provide
protection from the -25-3,ear storm.
3. Large Type-A basins shall be designed and constructed with a settling
efficiency of at least 70% for the 40 micron soil particle size transported
by runoff from the 2-year storm
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.
SECTION* 10.4-2
RIP RAP MATE RI .?LS
10?-?-1 PLAINT R11' IZAP.
SLDne'O1' 1)]I?l1l rII) I'I?ll5}III }} CDl]SISiDi f-
S DY I'Dll?h llnll=?, I] air,, SDiinrl, to1-1 }?tlp-pSe, reS)SLZ?T?L :D L}?C aci-
Ion of air
and water, and suiialble in all Oilier resl)eciS Dr i}]e DUI-DDSe intended.
Wllere broken CDI]creie from demolished sil•1]ciure5 or vave;neni is avail-
I?lile, li n??y be used in u]??ce Df stone provid?tl ihl? i such ?.ISe meets wiil] the
aDDrDVal of the Engine-er.:130wever, 1L}]' use of 1]rDl;el] CDIICI'eie 11,11jch
cmiains reinforcing sieel 1 ntii be pe1-1nHied_
1 he stone or broken concrete sh 11 be- ?I=aded Lo 11)e DIIDwlnc-
? CC?ll1I'emenis_
I. ForC1?s I Hip Rap- ioneshall vas--vin-weigh L 1rDln 5tD 200 ?ounds_
i least 30.. )el:Cieni: 01 ilia: -oial Ivei?h- of .the rip raD. shall be in
]I]dlv]t1llyl vl?ces Zi'e7?11177? 7711I]liI]llnl OI ?0 1DoundS?gCh_ Nei rD1e
-hall 1.0 perceni of the ioi.al ?tiei?l]i of the r iD i-a?? Ira?T Je ]n int3ivlduaI
DIeue5 welgrrhin less il]an to pounds 2?C13_ .
01, Class / H'i3 ?i2??_ SLDne `1"]ali v- ry -n welc'M 75 io ` 5D
DDllnC1S. ileLSiGO pel'C?niof the i0?1 nto? h?rlDraDshall b-' ill
]nLli']d112] j)I?C?S iiTe)?I]ln? a inlIl]Trlll:n of 2 00 -Dounr-S e?ch. _NotinoI-e
i}]2?? J percent of the toia'] Zvo1 ille rip r2iD i]1L1V 1-)e in individual
-DleceS ei-c=hlnc-, less than 50 Dounds each.
O
.EROSION OL PL? ?'
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MOVE BEFORE RF-RAF Di,, rROVIND
?LAC=IJ=t\i. 3fiS1NSAi C?DSSL IN=S
TO ==Iv;.Altt.
1
PLACEMEN7S
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SR1322B
SOUTH FLATWOODS
COUNTY: ASHE
PIPE STATION SIZE CLASS REMARKS
A 6+75 65'X18" TYPE B REPLACE
B i-4-30 30'X15" PLAIN ADD
C 18+30 50'X18" TYPE B ADD
D 20+24 80'X18" TYPE B REPLACE
E 22+20 50'X18" TYPE B ADD
F 23+88 80'X24" TYPE B REPLACE
G 28+00 50'XE3P2q "TYPE B REPLACE
H 35+00 55'Xap2y TYPE B ADD
y04-61 G 5'x Z4" Typo -13 REPLACE
J 47+41 50'X24" TYPE B REPLACE
K 52+02 60'X24" TYPE B REPLACE
L 55+24 60'X36" TYPE B REPLACE
M 56+00 25'X15" PLAIN ADD
N 61+50 25'X15" PLAIN ADD
O 67+76 85'X36" TYPE B REPLACE
P 71+80 140'X24" TYPE B REPLACE
Q 75+00 50'X18" TYPE B ADD
R 79+00 125'X18" TYPE B REPLACE
S 88+78 40'X24" TYPE B REPLACE
T 93+50 80'X18" TYPE B ADD
U 98+75 55'X18" TYPE B ADD
V 99+85 30'X15" PLAIN ADD
W 101+60 30'X15" PLAIN ADD
X 102+41 95'X24" TYPE B REPLACE
Y 103+60 60'X18" TYPE B ADD
Z 105+50 30'X15" PLAIN ADD
AA 110+40 30'X15" PLAIN ADD
BB 110+42 45'X18" TYPE B REPLACE
CC 119+58 45'X18" TYPE B REPLACE
D D U +4;D Zo'X 15' PL A, ^) IR E+'LA CF
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Ditch Liner Requirements
Station Station RULt Liner Required
0+00 9+00 LT RIP RAP
6+00 13+50 RT RIP RAP
13+50 20+24 LT RIP RAP
20+24 22+20 LT ROVING
22+20 113+00 LT RIP RAP
58+00 59+00 RT RIP RAP
113+00 121+50 LT ROVING
104+25 110+42 RT RIP RAP
SR1322B
SOUTH FLATWOODS
ASHE CO.
S.R. 1322-B County Ash
Name_ ?o?i?H Fla??r•? Dods Qrl•
QIW Fo
Sheet I Of
Date to z4
Existing Road j YN '4r
New Road
Proposed R/VV
00
Existing Pipe
r ------i
New Pipe
Center Line
' DI Is pract:o
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Su.nley Date_ Z?ZO
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Name SOO F147'&J Oo -5 Existing Road
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basins, as needed.
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Survey Date_ Jol?S /d3
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basins, as needed.

Survey Date I d -,Z 9-03
Conducted By_ ('o//•
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Survt.-y Date JO-Z7-6`3
Conducted By (0f? %
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
December 6, 2004
Ashe County
DWQ Project No. 04-1849
SR 1322B (South Flatwoods Rd)
APPROVAL of 401 Water Quality Certification
Mr. Mike Pettyjohn, P.E.
Division Engineer, Division 11
N C Department of Transportation
Post Office Box 250
North Wilkesboro, North Carolina 28659
Dear Mr. Pettyjohn:
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You have our approval, in accordance with the attached conditions and those listed below, to impact 579 linear feet of
three unnamed tributaries to Roaring Fork (90 feet of new pipe and 30 feet of rip-rap) and 10 unnamed tributaries to Big
Laurel Creek (359 feet of new pipe and 100 feet of rip-rap), in order to pave, increase lane width and improve traffic
safety on SR 1322B (South Flatwoods Rd) in Ashe County. The project shall be constructed in accordance with your
application dated November 9, 2004 (received November 16, 2004).
After reviewing your application, we have decided that this fill is covered by General Water Quality Certification No.
3404, corresponding to the U.S. Army Corps of Engineers Nationwide Permit Number 14. In addition, you should
acquire any other federal, state or local permits before you proceed with your project including (but not limited to)
Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. This approval will expire with
the accompanying 404 permit, unless otherwise specified in the Water Quality Certification.
This approval is valid solely for the purpose and design described in your application (unless modified below). Should
your project change, you must notify the Division of Water Quality (Division) and submit a new application. If the
property is sold, the new owner must be given a copy of this approval letter and certifications, and is thereby responsible
for complying with all the conditions. If total wetland fills for this project (now or in the future) exceed one acre, or if
total impacts to streams (now or in the future) exceed 150 linear feet, compensatory mitigation may be required as
described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to remain valid, you must adhere to the conditions
listed in the attached certification and any additional conditions listed below.
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 the egg and fry stages of trout from off-site
sedimentation during construction.
2. Both Roaring Fork and Big Laurel Creek and their tributaries are classified as Trout waters. NCDOT shall
strictly adhere to the Best Management Practices for the Protection of Surface Waters (NCDOT August 2003)
and Sedimentation and Erosion Control Guidelines for Sensitive Watersheds [15A NCAC 4B .0124 (a)-(e)]
throughout design and construction of the project.
3. Erosion and sediment control practices must be in full compliance with all specifications governing the proper
design, installation and operation and maintenance of such Best Management Practices in order to protect surface
waters standards:
No r hCaro ina
Naturally
North Carolina Division of Water Quality 585 Waughtown Street Phone [phone] Customer Service
Internet: h2o.enr.state. nc.us Winston-Salem, NC 27107 FAX [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Mr. Mike Pettyjohn, P.E.
December 6, 2004
DWQ# 04-1849
Page 2
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control
Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be
such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina
Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow
sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the
project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act.
4. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of
the impacts depicted in the Preconstruction Notice Application. All construction activities, including the design,
installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be
performed so that no violations of state water quality standards, statutes, or rules occur.
5. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they
shall be removed and the natural grade restored within six months of the completion of the project.
6. Riparian vegetation must be reestablished within the construction limits of the project by the end of the growing
season following completion of construction.
7. Stormwater should be directed to vegetated buffer areas, grass lined ditches or other means appropriate to the site
for the purpose of pre-treating stormwater runoff, and must not be routed directly into streams. Mowing of
existing vegetated buffers is strongly discouraged, so that they may be utilized for stormwater sheet flow.
8. Where practicable, culverts that are less than 48-inch in diameter should be buried to a depth equal to or greater
than 20% of their size to allow for aquatic life passage. Culverts that are 48-inch in diameter or larger should be
buried at least 12 inches below the stream bottom to allow natural stream bottom material to become established
in the culvert following installation and to provide aquatic life passage during periods of low flow. These
measurements must be based on natural thalweg depths. This may require increasing the size of the culvert to
meet flow conveyance requirements. If any of the existing pipes are perched, they shall be removed and replaced,
and re-installed correctly, unless demonstrated that this is topographically unfeasible. All waters must flow
through without freefalling or damming on either end of the culverts during low flow conditions, to maintain
aquatic life and/or fish passage.
9. The culverts at stations 23+88, 40+81, 47+41, and 52+02 may remain perched after replacement due to on-site
slopes. If appropriate, an energy dissipater pad should be installed to provide a base flow channel to facilitate
aquatic life passage. Riprap used must not interfere unnecessarily with aquatic life movement during low flows.
10. The dimension, pattern and profile of the stream above and below the crossing should not be modified by
widening the stream channel or reducing the depth of the stream.
11. Disturbed floodplains and streams should be restored to natural geomorphic conditions.
12. Use of rip-rap for bank stabilization is to be minimized; rather, native vegetation is to be planted when practical.
If rip-rap is necessary, it must be limited to the stream bank below the high water mark, and vegetation must be
used for stabilization above high water. Any rip-rap used must not interfere with aquatic life passage during low
flow conditions.
13. If concrete is used, work must be accomplished so the wet concrete does not contact the stream water. This will
lessen the chance of altering the stream's water chemistry and causing a fish kill.
14. Heavy equipment must be operated from the banks rather than in the stream channel in order to minimize
sedimentation and reduce the likelihood of introducing other pollutants into the stream.
Mr. Mike Pettyjohn, P.E.
December 6, 2004
DWQ# 04-1849
Page 3
15. All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent
contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
16. The presence of equipment in the channels must be minimized. Under no circumstances must rock, sand or other
materials be dredged from the wetted stream channel under authorization of this permit, except in the immediate
vicinity of the culverts.
17. Temporary dewatering sites must be restored to preexisting conditions unless more natural geomorphic conditions
can be provided.
18. All work shall be performed during low flow conditions.
19. Upon completion of the project, the NCDOT shall complete and return the enclosed "Certification of Completion
Form" to notify DWQ when all work included in the 401 Certification has been completed. The responsible party
shall complete the attached form and return it to the 401/Wetlands Unit of the Division of Water Quality upon
completion of the project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please contact Sue Homewood at 336-771-4600 extension 287 or at [e-mail].
Sincerely,
Alan W. Klimek, P.E.
Attachment
cc: Wilmington District Corps of Engineers
John Thomas, USACE Raleigh Field Office
Heath Slaughter, Division 11, Division Environmental Officer
Wetlands/401: Unit
Winston Salem Regional Office
Central Files
Mr. Mike Pettyjohn, P.E.
December 6, 2004
DWQ# 04-1849
Page 4
DWQ Project No.:
County:
Applicant:
Project Name:
Date of Issuance of 401 Water Quality Certification:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any
subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Unit, North Carolina
Division of Water Quality, 1621 Mail Service Center, Raleigh, NC, 27699-1621. This form may be returned to DWQ by
the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send certificates from all of
these.
Applicant's Certification
I, , hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and
other supporting materials.
Signature:
Agent's Certification
Date:
1, , hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and
other supporting materials.
Signature:
Engineer's Certification
Partial Final
Date:
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project,for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the
construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water
Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature
Registration No.
1k
Date