20030712 Ver 1_Complete File_20030612

MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: Michael R. Parker
WO Supervisor: Forrest Westall
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name NCDOT - SR 1204 County HAYWOOD
Project Number 03 0712 County2
Recvd From DOT Region Asheville
Received Date 6/12/03 Recvd By Region
Project Type widen and pave road
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
F14 Stream PT O N 5-16-15-2-_ 40,305. 595.00 475.00 120.00
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 10 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y O N Recommendation: 0 Issue 0 Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss) 353052 Longitude (ddmmss) 830039
Comments:
DOT has requested a WO Certification for 595 linear feet of impacts to eight unnamed tributaries to
Mauney Cove Branch. There is 115 linear feet of culvert extension and replacement and 480 linear
feet of wet ditch and stream relocation. The stream relocations will be made adjacent to and parallel
to the existing streams locations,
cc: Regional Office
Central Office Page Number 1
03071 2
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
May 22, 2003
Mr. John Hendrix, NCDOT Regulatory Project Manager
U.S. Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-2714
LYNDO TIPPETT
SECRETARY
JUN
lj
Subject: Nationwide 14 Permit Application
SR 1204 - Mauney Cove Road
Haywood County
State Project No. 140.044089 (DWQ Major Permit Fee $475)
Dear Mr. Hendrix:
The North Carolina Department of Transportation (NCDOT) is proposing to widen, grade, and
pave SR 1204, Mauney Cove Road, in Haywood County. This proposal entails widening and
paving the existing gravel road to a standard 18-foot roadway. The proposed improvements of
SR 1204 have been identified as necessary maintenance and safety improvements. Funds have
been allocated for this project, and NCDOT would like to perform these activities sometime
during the 2003 paving season.
I am sending a straight-line diagram with the proposed erosion control and construction limits
along this project. In addition, I am sending a typical section of the road, cross sections,
drawings for pipe culvert replacements and the channel change as well as a marked county map
and USGS quad map. We propose to install the new culverts slightly below the existing
streambed elevations where bedrock is not encountered to minimize impacts to aquatic habitats
and allow the existing stream gradients to remain as unchanged as physically possible. Natural
channel design techniques (pattern, dimension, and profile) will be used when relocating the
stream and the new stream banks will be stabilized with erosion control matting and vegetation.
No threatened or endangered species are known to be present in or near the project area;
therefore, no significant impacts are anticipated from project construction.
The best management practices will be used to minimize and control sedimentation and erosion
on this project. The construction foreman will review all erosion control measures daily to
ensure sedimentation and erosion is being effectively controlled. If the planned devices are not
functioning as intended, they will be immediately replaced with better devices. The rock silt
.I
screens and other erosion control devices will be in place prior to pipe culvert construction and
will remain in place until the project is stabilized.
Impacts to Waters of the United States
In order to construct the project in accordance with our current secondary road standards, it will
be necessary to impact waters of the United States in the French Broad River Basin.
Specifically, NCDOT is requesting to extend/replace seven metal culverts and two channel
changes in unnamed tributaries to the Mauney Cove Branch (DWQ Class B). Listed below is a
summary of the proposed impacts.
Site No.
Station Existing
Condition Proposed
Condition Net Impacts
10) 7+55 50' x 24" CMP 70' x 24" CMP 20'
2 cr 13+18 40' x 18" CMP 45' x 18" CMP 5'
3 g? 14+06 30' x 24" CMP 40' x 24" CMP 10'
4(a) 14+75 1' Channel P Channel 85'
5 (171 15+64 40' x 18" CMP 55' x 24" CMP 15'
6 a 21+81 25' x 18" CMP 40' x 18" CMP 15'
6A@. 21+75 0.5' Wet Ditch 0.5' Wet Ditch 105'
70t, 22+80 40' x 18" CMP 50'x 24" CMP 10'
7A (a), 22+80 0.5' Channel 0.5' Channel 290'
8 u 28+98 30' x 30" CMP 70' x 48" CMP 40'
595 linear feet total
Permits Requested
NCDOT is hereby requesting authorization under Section 404 of the Clean Water Act to proceed
with the construction project outlined above. By copy of this letter, I am asking Mr. Owen
Anderson, Mountain Region Coordinator, of the North Carolina Wildlife Resources Commission
(NCWRC) to comment directly to you concerning the 404 Nationwide Permit request.
Also, by copy of this letter, I am requesting authorization under Section 401 of the Clean Water
Act from the North Carolina Department of Environment and Natural Resources (DENR),
Division of Water Quality (DWQ). In addition, I am asking Mr. Anderson and Mr. Ed Ingle,
(NCDOT) to comment directly to me concerning this permit request.
If you have any questions or need additional information, please contact me at [phone].
Your early review and consideration will be greatly appreciated.
Sincerely,
Mark T. Gibbs, P. E.
District Engineer
cc: Mr. John Dorney, DWQ, DENR (seven copies)
Mr. Mike Parker, DWQ, DENR
Mr. Owen Anderson, Mountain Region Coordinator, NCWRC
Mr. Richard Phillips, PE, Regional Engineer, LQS, DENR
Mr. R.G. Watson, P.E., Division Engineer, NCDOT
Mr. Mark Davis, Division Environmental Officer, NCDOT
Mr. E. L. Ingle, Roadside Environmental Field Operations Engineer, NCDOT
Office Use Only: Form Version October 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.
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: 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: NC DOT DISTRICT ENGINEER: M. T. Gibbs P. E.
Mailing Address: P. O. Drawer 250
Bryson City, NC 28713
Telephone Number: 1-828-488-2131 Fax Number: 1-828-488-3518
E-mail Address: mt ig [e-mail]
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: N/A
Company Affiliation: N/A
Mailing Address: N/A
Telephone Number: N/A Fax Number: N/A
E-mail Address: N/A
Page I of 8
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 I 1 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: Gantt Rd. SR. 1204 Haywood Co.
2. T.I.P. Project Number or State Project Number (NCDOT Only): 14C.044089
3. Property Identification Number (Tax PIN):
4. Location
County: Ha
Nearest Town: Wavnesville
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): From Asheville take I-40 West
and take exit 27 onto US 74. Travel along US 74 to Exit 102 onto US 276. Take a left onto
US 276 and travel approx. 1.3 miles to the intersection of US 276 and SR 1204. Take a left
onto SR 1204 and travel approx. 1.3 miles. This is the project.
5. Site coordinates, if available (UTM or Lat/Long): see attached
(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 and Forestland
7. Property size (acres): 1.45
8. Nearest body of water (stream/river/sound/ocean/lake):_ Maunev Cove Branch (DEM
CLASS 13)
9. River Basin: French Broad (DEM CLASS WS-IV)
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 2 of 8
10. Describe the purpose of the proposed work: To widen and pave SR 1204 to meet current
NCDOT standards This includes cutting and filling earthwork where needed, replacing old
drainage structures that are inadequate and making the road safer by widening shoulders and
changing the road profile.
11. List the type of equipment to be used to construct the project: Track Hoes Back Hoes, Dump
Trucks Bulldozers Manual Labor, etc.
12. Describe the land use in the vicinity of this project: Rural woodland. 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: No prior permits have been applied for this project.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application: No
additional permits should be needed.
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 3 of 8
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***

* List each impact separately and identify temporary impacts. Impacts include, out are not united to: mechanized croanhg, giauulg, 111,
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://www.fenia.eoN.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond.
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property:
Total area of wetland impact proposed: 0
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
indicate on ma linear feet) Before Impact (please secif )
1@ 7+55 Culvert Extension 20' UT to Mauney Cove
Branch 0.5' Perennial
2@ 13+18 Culvert Extension 5' UT to Mauney Cove
Branch 0.5' Perennial

3@ 14+06 Culvert
10 UT to Mauney Cove 1.5' Perennial
Replacement Branch
4@ 14+75 Wet Ditch 85' UT to Mauney Cove
Branch 1' Perennial

5@ 15+64 Culvert ,
l5 UT to Mauney Cove 0.5' Perennial
Replacement Rranch
6@ 21+81 Culvert Extension 15' UT to Mauney Cove
Branch 0.5' Intermittent
6A@ 21+75 Wet Ditch 1.5' UT to Mauney Cove
Rranch 0.5' Intermittent
7@, 22+80 Culvert Extension 10, UT to Mauney Cove
Branch 0.5' Perennial
WR X@ 22+80
7A Channel Change 290' UT to Mauney Cove
Branch 0.5' Perennial

8@ 28+98 Culvert ,
40 UT to Mauney Cove 2.0' Perennial
Replacement Branch
" 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, ditch ing/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
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.maP9uest.com, etc.).
Page 4 of 8
Cumulative impacts (linear distance in feet) to all streams on site
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 Waterbody
)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* 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.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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: Impacts cannot be avoided.
Culverts must be extended in order to F-ain the necessary width to construct SR 1204 to current
NCDOT standards. All give replacements will be placed below the existingstream bed gradient
so natural substrate can be re-established.
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
Page 5 of 8
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/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed. N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): 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
Page 6 of 8
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:
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
l 3
2 1.5
Total
Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is gfoposed (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 213.0242 or.0260:N/A
Page 7 of 8
XI. Stormwater (DWQ ORIy)
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.
The existing compacted gravel roadway acts as an impervious surface. Paving of the roadway
should eliminate sedimentation from fines associated with gravel surface treatment. The
roadway surface will be approximately 40% of the right-of-way area. Stormwater will be
diverted through settling basins or grass lined buffers prior to entering streams. (See erosion
control plan).
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
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).
..'J.
A plicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
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Site #1 N 35D 30' 51.67" W 83D 00' 39.11"
Site #2 N 35D 30'50.05" W 83D 00'40"
Site #3 N 35D 30'49.67" W 83D 00' 43.96"
Site #4 N 35D 30' 49.55" W 83D 00' 43.96"
Site #5 N 35D 30'49.55" W 83D 00'43.96"
Site #6 N 35D 30' 47.19" W 83D 00' 47.45"

Site #6A N 35D 30' 47.19" W 83D 00' 47.45"

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Site #8 N 35D 30'43.08" W 83D 00' 55.67"
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ROAD CLASSIFICATION t?
Heavy-duty Poor motor road _-_--
Medium-duty Wagon and teeG track --__ z? •y
r:i f.T rv L-Qht•duty - ---- Foot trail
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TEVV SSEF * In developed areas, only through roads are
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Fine purple dashed lines indicate selected fence and field Imes
visible on aerial photographs. This information is unchecked.
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