20040784 Ver 1_Complete File_20040512

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June 7, 2004
Watauga County
DWQ Project No. 04-00784
SR 1629 (Bare Creek 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:
"'ILA AIDS 401 GROUP
JuIV 2 2004
WATER QUALITySECTO
You have our approval, in accordance with the attached conditions and those listed below, to impact 122
linear feet of three (3) different unnamed tributaries to Bear Creek (92 feet of new pipe and 30 feet of rip-
rap) and 0.0137 acres of wetlands in order to widen and improve traffic safety on SR 1629 (Bare Creek
Rd.) in Ashe County. The project shall be constructed in accordance with your application dated May 6,
2004 (received May 13, 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 protect the egg and fry
stages of trout from off-site sedimentation during construction.
2. 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:
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.
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
Coleen H. Sullins, Deputy Director
Division of Water Quality
MAN
N. C. Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650 [phone]
Customer Service: 1 800 623-7748
Mr. Mike Pettyjohn, P.E.
June 7, 2004
DWQ#04-0784
Page 2
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.
3. 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.
4. 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 date that
the Division of Land Resources has released the project.
5. Riparian vegetation must be reestablished within the construction limits of the project by the end of
the growing season following completion of construction.
6. 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.
7. 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.
8. 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.
9. Disturbed floodplains and streams should be restored to natural geomorphic conditions.
10. 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.
11. If concrete is used, work must be accomplished so the wet concrete does not contact the stream water.
This will lessen the change of altering the stream's water chemistry and causing a fish kill.
12. 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.
13. 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.
Mr. Mike Pettyjohn, P.E.
June 7, 2004
DWQ#04-0784
Page 3
14. 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.
15. Temporary dewatering sites must be restored to preexisting conditions unless more natural
geomorphic conditions can be provided.
16. All work shall be performed during low flow conditions.
17. 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 252 or
[e-mail].
Sincerely,
Alan W. Klimek, P.E.
Attachment
cc: Wilmington District Corps of Engineers
John Thomas, USACE Raleigh Field Office
Heath Slaughter Division Environmental Officer, NCDOT Division 11
Wetlands/401 Unit
Winston Salem Regional Office
Central Files
Mr. Mike Pettyjohn, P.E.
June 7, 2004
DWQ#04-0784
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:
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:
Date:
Engineer's Certification
Partial Final
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.
Date
d STAij o?
State of North Carolina
Department of Transportation
MICHAEL F. EASLEY P. O. Box 25201, Raleigh, NC 27611-5202
Governor Phone: [phone]
May 6, 2004
Mr. John Thomas
U. S. Army Corps of Engineers
Raleigh Regulatory Field Office a
6508 Falls of the Neuse Rd, Suite 120 a
Raleigh, NC 27615
Subject: Nationwide Permit 14
SR 1629 Bare Creek Rd
Ashe County, North Carolina
Project Number: 11C.005074 (DWQ Permit Fee: $200.00)
Dear Mr. Thomas:
LYNDO TIPPETT
Secretary
"I'LAND?S1401(.,8oUP
14 ff, a.
WATER QUALITySECTIOIV
The purpose of this letter is to notify you of the fact that a 1.33 mile section of SR 1629 (Bare Creek Rd)
in Ashe County is scheduled to be widened and paved by the NC Department of Transportation (DOT) (see
Site Vicinity Map). The location of the roadway will not change substantially, but will be widened from
approximately 16 feet to 20 feet. Consequently, the impervious surface of the roadway will increase 0.645
acres. This project will require the replacement of three (3) culverts carrying three (3) different tributaries
to Bear Creek (Class: WS-IV, Tr+) along with three (3) Jurisdictional Wetland (JW) impacts as outlined in
Tables 1 and 2. Therefore, we are requesting that you respond to the attached Pre-Construction
Notification Form (PCN) and confirm that the proposed activity is permitted under the Nationwide
Permitting system.
Table 1. Summarv of channel impacts.
# Station
# Type of
Impact NW
# Existing
Pipe Proposed
Pipe Channel ID Rip
Rap
(ft) Temp.
Impact
to Ch.
ft/ac Piping
Impacts
(ft)
1 27+95 Pie 14 30'x36" 50'x36" UT 1 to BC - - 20
2 27+95 Rip Rap 14 UT 1 to BC 10 - -
3 34+45 Pi a 14 23'x18" 45'x24" UT 2 to BC - - 22
4 34+45 Rip Rap 14 UT 2 to BC 10 - -
5 40+39 Pie 14 40'x36" 90'x36" UT 3 to BC - - 50
6 40+39 Rip Rap 14 UT 3 to BC 10 - -
Total 30 0 92
BC = Bear Creek (WS-IV, Tr+)
P. O. Box 250, N. WILKESBORO, NC 28659 ,
PHONE [phone] FAX [phone]
Mr. John Thomas
SR 1629 Bare Creek Rd
Page 2
February 19, 2004
Table 2. Summary of proposed Jurisdictional Wetland impact.
# Station Type of Impact NW Area of Impact ac
4 31+00 Fill 14 0.0058
5 33+00 Fill 14 0.0070
6 35+50 Fill 14 0.0009
Total 0.0137
Note a Trout Buffer Variance (TBV) is needed for one impact between stations 43+50 to 46+50 totaling
300 linear feet.
The project area was surveyed for the presence of threatened and endangered species on February 19,
2004. No federally protected species or critical habitat was identified.
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.
The attached construction plan illustrates that the proposed environmental impacts have been minimized to
the maximum practical extent allowed by roadway safety standards. By implementing the NC-DOT Best
Management Practices (BMP's) during construction, the potential impacts associated with adverse weather
will also be minimized. Furthermore, the completed project will certainly reduce sedimentation currently
caused by gravel road run-off and ditch maintenance.
Seven (7) copies of this letter and PCN have been forwarded to Cynthia Van Der Wiele of the NC DENR,
Division of Water Quality for her review, and one (1) copy has been forwarded to Ron Linville of the NC
Wildlife Resource Commission. It is requested that their responses be mailed to our offices concurrently.
If you have any questions about the project, I can be reached by phone at [phone], or by email at
([e-mail]. nc.us).
Sincerely,
"Ks ?[A
Steve Roberts
Division Environmental Specialist
Cc:
John Thomas, US Army Corps of Engineers (2 Copies)
Cynthia Van Der Wiele, Division of Water Quality (Raleigh) (7 copies)
Sue Homewood, Division of Water Quality (Winston Salem) (Courier)
Ron Linville, Wildlife Resources Commission
Matt Gantt, PE, Land Quality Section (Courier)
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: Form Version April 2001
USACE Action ID No. DWQ 1o:
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
® 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: sdroberts(a Jot. 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: Steve Roberts. Division Environmental Snecialist
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: sdrobertsgdot. state. nc. us
Page 1 of 9
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 1629, Bare Road
2. T.I.P. Project Number or State Project Number (NCDOT Only): 11C.005074
3. Property Identification Number (Tax PIN):
N/A
4. Location
County: Ashe Nearest Town: Bear Creek (WS-IV, Tr, +)
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): See attached Site Vicinity map.
5. Site coordinates, if available (UTM or Lat/Long):
Station 27+95: 36.3633776 °N, 81.3756793 ° W
Station 40+36: 36.3663704 °N, 81.3744468 °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:
Residential/Farm
7. Property size (acres): Approximately 8.061 acres
8. Nearest body of water (stream/river/sound/ocean/lake): Bear Creek (Class: WS-IV,Tr+)
9. River Basin: New
Page 2 of 9
(Note - this must be one of North Carolina's seventeen designated major river basins. The River
Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
10. Describe the purpose of the proposed work: Grade, drain, base and pave SR 1629.
11. List the type of equipment to be used to construct the project: Trackhoe/backhoe, dump
trucks and motor grader.
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.
N/A
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 3 of 9
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***
31+00 Fill 0.0058 No 100 Ephemeral
33+00 Fill 0.0070 No 100 Ephemeral
35+50 Fill 0.0009 No 100 Ephemeral
* 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://vtiNvw. fema zov.
*** 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: NA
Total area of wetland impact proposed: 0.0137
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Length of Average Perennial or
Site Number Type of Impact* Impact
(linear Stream Name** Width of
Stream Before Intermittent?
(indicate on map) feet) Impact (Please specify)
Station 27+95 Pipe Replacement 20 UT#I to Bear Creek 2 feet Perennial
Station 27+95 Rip Rap 10 UT#I to Bear Creek 2 feet Perennial
Station 34+45 Pipe Replacement 22 UT42 to Bear Creek 2 feet Perennial
Station 34+45 Rip Rap 10 UT42 to Bear Creek 2 feet Perennial
Station 40+39 Pipe Replacement 50 UT#3 to Bear Creek 3 feet Perennial
Station 40+39 Rip Rap 10 UT#3 to Bear Creek 3 feet Perennial
* 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
wlrw.usn,s.,ov. Several Internet sites also allow direct download and printing of USGS maps (e.g., wNvw.topozone.com,
mrw.manquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 1221n. ft.
Page 4 of 9
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbody
)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
NA

* 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. The replacement pipe lengths will be the minimum needed to safely_
construct the widened roadwav.
Page 5 of 9
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.nc.us/ncwetIands/strrngide.html.
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 6 of 9
I
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 httn•//h2o.enr.state.nc.uV«-rp/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): 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
(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 7 of 9
a
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 I extends out 3U icet perpendicular trom near nanx o[ cnanncl; cone z exicuus mi
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
N/A
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Impervious surface area will increase by 0.645 acres. 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.
N/A
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
Page 8 of 9
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 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 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
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 9 of 9
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ROADS SHOWN AS OF NOV. 05, 2002.
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Copyright (C) 1998, Maptech, Inc
to
WETLAND RATING WORKSHEET
(Fourth Version)
Project Name: SR 1629 Bare Creek Rd Nearest Rd. SR 1629
County: Ashe Wetland Area: 0.10(acres) Wetland Width: 30 (feet)
Name of Evaluator: Steve Roberts Date: 02/19/04
Wetland Location
? On pond or lake
® On perennial stream
? On intermittent stream
? Within intermittent stream divide
? other:
Soil Series: Toxoway
? Predominantly organi-hukmus, muck, or peat
® Predominantly mineral-nonsandy
? Predominantly sandy
Hydraulic Factors
? Steep topography
? Ditched or channelized
? Total wetland width > 100 feet
Adjacent Land Use
Forested/natural vegetation 20%
Agriculture, urban/suburban70%
Impervious surfacel0%
Dominant Vegetation
(1) Juncus effusus
(2) Scirpus sp.
(3) Alnus serrulata
Flooding and Wetness
? Semipermanently to permanently
flooded or inundated
? Seasonally flooded or inundated
® Intermittantly flooded or temporary
Surface water
? No evidence of flooding or surface water
Wetland Type (select one)
? Bottomland Hardwood Forest
? Headwater Forest
? Swamp Forest
? Wet Flat
? Pocosin
? Bog Forest
? Pine Savanna
? Freshwater Marsh
? Bog/Fen
® Ephemeral Wetland
? Carolina Bay
? Other:
*The rating system cannot be applied to salt or brackish marshes or stream channels.
Rating
Water Storage
Bank/Shoreline Stabelization
Pollutant Removal
Wildlife Habitat
Aquatic Life Value
Recreation/Education
1 X 4.00 = 4
0 X 4.00 = 0 WETLAND RATING
2X5.00= 10 36
2 X 2.00 = 8
3 X 4.00 = 12
2 X 1.00 = 2
*Add 1 point if in sensitive watershed and > 10 % nonpoint disturbanc ewithin Y2 mile upstream,
upslope, or radius.
WETLAND DATA FORM
(1987 COE Wetlands Delineation Manual)
Project/Site: SR 1629 Bare Creek Rd.
Applicant/Owner: NC DOT
Investigator: Steve Roberts
Yes No
Do normal circumstances exist on the site? ® ?
Is the site significantly disturbed? ?
(A typical situation)?
Is the area a potential problem area? ?
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum
1.Betula lenta Can.
2.Rhododendron max. Shrub
3.Acer rubrum Can.
4.Aster sp. Herb
51iriodendron tulipifera Can.
6.Quercus rubra Shrub
7.Rubus sp. Shrub
8.Polystichum acrost. Herb
Date: 02/19/04
County: Ashe
State: NC
Community ID: Mixed Hardwood Forest
Transit ID: 31+50 to 35+00
Plot ID: Outside JW 3
Indicator Dominant Plant Species
FACU 9.
Stratum Indicator
FAC 10.
FAC 11.
12.
FACU 13.
FACU 14.
15.
FACU 16.
Percent of dominant species that are OBL, FACW or FAC (excluding FAC-): 33 %
Remarks:
HYDROLOGY
? Recorded Data (describe in remarks)
? Stream, Lake or Tide Gauge
? Aerial Photographs
? Other
® No Recorded Data Available
Field Observations:
Depth of Surface Water: >12 (in.)
Depth to Free Water in Pit: >12 (in.)
Depth to Saturated Soil: >12 (in.)
Remarks:
Wetland Hvdroloey Indicators:
Primary Indicators:
? Inundated
? Saturated in Upper 12 Inches
? Water Marks
? Drift Lines
? Sediment Deposits
? Drainage Patterns in Wetlands
Seconda ry Indicators: (2 or more required)
? Oxidized Root Channels in
Upper 12 Inches
? Water-Stained Leaves
? Local Soil Survey Data
? FAC Neutral Test
? Other (explain in remarks)
W Ldata.frm
SOILS
Map Unit Name
(Series and Phase): Clifton loam
Taxonomy (Subgroup): Typic Hapludults
Profile Description:
Drainage Class: Well
Field Observations
Confirm Mapped Type? Yes
Depth Matrix Color Mottle Colors Mottle
(ins.) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast
0-5 Ap 7.5 YR 4/4
5-10 BA 5 YR 516
10+ Btl 2.5YR5/6
Texture, Concretions,
Structure etc.
loam
sandy loam
clay
Hydric Soil Indicators:
? Histosol
? Histic Epipedon
? Sulfidic Odor
? Aquic Moisture Regime
? Reducing Conditions
? Gleyed or Low-Chroma Colors
Remarks:
? Concretions
? High Organic Content in Surface Layer in Sandy Soil
? Organic Streaking in Sandy Soils
? Listed on Local Hydric Soils List
? Listed on National Hydric Soils List
? Other (explain in remarks)
Wetland Determination
(circle yes or no)
Hydrophytic Vegetation Present?
Wetland Hydrology Present?
Hydric Soils Present?
Is This Sampling Point Within a Wetland?
Remarks:
Yes No
El 0
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El E
W Ldata.frm
WETLAND DATA FORM
(1987 COE Wetlands Delineation Manual)
Project/Site: SR 1629 Bare Creek Rd
Applicant/Owner: NC DOT
Investigator: Steve Roberts Date: 02/19/04
County: Ashe
State: NC
Yes No
Do normal circumstances exist on the site? ? ® Community ID: Ephemeral Wetland
Is the site significantly disturbed? ?
(A typical situation)? Transit ID: 31+50 to 35+00
Is the area a potential problem area? ? ® Plot ID: Wetland 3
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1.Juncus effusus Herb FACW+ 9.
2.Scirpus sp Herb 10.
3.Alnus serrulata Shrub FACW 11.
4.Aster sp. Herb 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of dominant species that are OBL, FACW or FAC (excluding FAC-): 100%
Remarks:
Due to the time of year and the presnce of snow, positive identification of herbacious species was impossible, but
wetland plants have been and will be present during the growing season.
HYDROLOGY
? Recorded Data (describe in remarks)
? Stream, Lake or Tide Gauge
? Aerial Photographs
? Other
® No Recorded Data Available
Field Observations:
Depth of Surface Water: NA (in.)
Depth to Free Water in Pit: > 12 (in.)
Depth to Saturated Soil: 3 (in.)
Wetland Hydrology Indicators:
Primary Indicators:
? Inundated
® Saturated in Upper 12 Inches
? Water Marks
? Drift Lines
? Sediment Deposits
? Drainage Patterns in Wetlands
Seconda ry Indicators: (2 or more required)
® Oxidized Root Channels in
Upper 12 Inches
? Water-Stained Leaves
? Local Soil Survey Data
® FAC Neutral Test
? Other (explain in remarks)
Remarks:
W Ldata. frm
SOILS
Map Unit Name
(Series and Phase): Toxaway
Taxonomy (Subgroup): Mesic Cumulic Humaquepts
Drainage Class: Poorly
Field Observations
Confirm Mapped Type? Yes
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(ins.) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure etc.
0-1 Ap 10 YR 311 loam
1-12 Al 10 YR 3/1 10 YR 513 few/distinct loam
Hydric Soil Indicators:
? Histosol ? Concretions
? Histic Epipedon ? High Organic Content in Surface Layer in Sandy Soil
® Sulfidic Odor ? Organic Streaking in Sandy Soils
® Aquic Moisture Regime ® Listed on Local Hydric Soils List
® Reducing Conditions ® Listed on National Hydric Soils List
® Gleyed or Low-Chroma Colors ? Other (explain in remarks)
Remarks:
Wetland Determination Yes No
(circle yes or no)
Hydrophytic Vegetation Present? ® ?
Wetland Hydrology Present? ® ?
Hydric Soils Present? ® ?
Is This Sampling Point Within a Wetland? ® ?
Remarks:
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33
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
Pursuantto GS.113A-57 (3)provisions fora ground cover.
suf ictentto restrain Erosion must be accomplished within 15
working daysflr30 calendar daysfollowing completion of
construction ordevelopment, whichever period is shorter, -except
as providedln 15ANCAC 4B.0024* (e).
DESIGN STANDARDS 1NSENSMVEWATERSHEDS
- Pa=antfo G.S.MA-5713)provisionsfora ground cover
suffiicierrtforestrain erosion must be.provii,dedforanyportion ofa.'
"= -- ]and-disturbmgactiv yin aHQWzonewithin 15worhingdays ar30
Calendartiaysfollowing completion of construction -or
adevelopment, wfiicbeverperiod 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.-madeio the Division Roadside Environmental Unit•for stage and
permanentseeding.
(5) Any removal of siltation devices vall be based on the condition of established
around cover ofthatarea the device is serving.
CONSTRUCTION SEQUENCE FOR INSTALLING ROADWAY CU! VcRTS
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 Z base tail ditch.
3 - Excavate and install the roadway culvert
4 - Install sediment control measures at inlet as noted on plans.
S - Install additional pipe outletproteetion and inlet protection as noted.
i
i
i
EROSION CONTROL DETAILS AND
SPECIFICATIONS
STANDARD DESCRIPTION SYMBOL
462.01.(5eGZi on).....Rip Rap Fill Slope Protection ........................
?-?? .
876.04 ....................Rip Rap Lined Ditch ..................................
1060.08:(SeQti.Qn),,,Matting For Erosion Control .......................... VWv
1605.01 .................. Temporary Silt Fence .................................
1606.01 .................. Special Sediment Control fence......................
162~.01 .:................ Temporary Slope Drain................................
1630.02 ...................Silt Basin Type B..................................... M
1630.03 ................... Temporary Silt Ditch.................................. TS D-
1630.04 ................... Stilling Basin...........................................
1630.05 .................. Temporary Diversion......................... TD?
1632.01 ...................Rock Inlet Sediment Trap Type-A.................. . • oR = A
1632.02 ...................Rock Inlet Sediment Trap TyPe-B................... ..?. ..
o? n
1632.03.......... 0........ Rock, Inlet Sediment Trap Type-C ................. :icy. or, ., c
1633.01 ................... Temporary Rock Silt Check Type-A............... EM J
1633.02 ................... Temporary Rock Silt Check Type-B............... >
1634.01 ................... Temporary Rock Sediment Dam Type-A.......... EM
1634.02 .................... Temporary Rock Sediment Dam Type-B.........
1635.01 ....................Rock Pipe Inlet Sediment Trap Type-A............ .t
1635.02 ....................Rock Pipe Inlet Sediment Trap Type-B............
8
l? - -
1636.01 ....................Rock Silt Screen....................................... rI
Small Stream or Branch .................................................................. -- -?
Pipe Outlet Energy Dissipater ....................... Q
0000
SECTION* 10.42
RIP RAP 1M ATI'EI-IIALS
104.2-1 PLAIN RIP RAP.
Slone foi- )lain rile rapshall consist o1 field stone DI- rotlri] untie . n quarry'
SLDIIe. The stone shall be souncl, tou`h, dense, resistant to the action of air
and water, and suitable in all ocher I•espeCts or the vurpose intEnded.
Where broken concrete from den]olished structures or Ua cement is.avall-
alI]?; itnzay be used ill place of sione IUI•ovided thli t such -use meets with the
approval of ill,-, EI]?1neer..23'Dwever, jil]e -.use Of 1)r OI?eI] CDnCI'Cte ivIi r-h
contains z-einforcing steel Will not be uer m* Hied_
'Tile stone or broken concrete shall be Bl=aded --Lo nee: the fD]ID Wi0-
tcquiram, ents:
L For'CI ass 3 Rin Rai)_ Sto'neshzll vas-y in-%v eight- 11-DIn 5 to 200 pounds=
AL least 30. )e2-.cent _of?ilia total weigl]t Df..ille rin rap. shall 1)e. in
indivi(2uLl viirces -wea miniil)um of 60 wounds ?ach_`No..rhare
:
than 10 percelli of t1]e Lot-iv ei?l]i of il]e rip i=ai? iii-ay Hein individual
? c11_
'DierL'es „Neighin? lam, ss ill an do pounds
. % flr C1:-,-cs 2 Hip IRa-p- SLode E112=111 -vary in weI21] t from 25 I'D 250
nounds_ A ileast 00 percent of the weight o therm rapShall be in
individual j)IeCeS Zve1 h1II? a iT12Ill ll?n DL l OO -Dound5 e2ch_ Notmore
than 5 ?)eI•cent of the told weight of the riI) rep mayi)e in 1nt11v1du-?1
pieces weii7hing lez-S ilian DO DDUnos each.
.0?i
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.
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SR 1629
STATION TO STATION LT/RT TYPE
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8+00 14+00 RT RIP RAP
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basins, as nccded.
Sun,ey Date I1 -IZ-o3
Conducted BycN . O.g .Tw . n
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Namey?A R? CeE?K- ACCESS ?c1.
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Survey Date
Conducted ByGo, . , N
Drawn By ?_oe, L ?.?\?.
County S .?
S.R.
Name AM14E?53
Existing Road -
Sheet Of' '
Date /Z- 9. o3

New Road /
Proposed R/W ?? - -
1
... - - \ 9, 6 4
Existing Pipe `
New Pine ;
4-
U-

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-Note:
i:mporary erosion control
d:",'ices not shown, but will
include temporary silt screen,
r ocl: check d--rs and silt
b:sins,:s needed.

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