20070261 Ver 1_Application_20070219

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STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
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LYNDO TIPPETT
SECRETARY
February 13, 2007
Mr. David Baker, NCDOT Project Manager
U.S. Army Corps of Engineers
151 Patton Avenue, Room 208 0 7 ~~ ~ ,
Asheville, NC 28801-2714 ~.~ ~~" `~ ~f
Subject: Nationwide 14 and Nationwide 33 Permit Application
SR 1260 -Dogwood and Wildcat Drive
Haywood County
State Project No. 140.044072 (DWQ Minor Permit Fee $200)
Dear Mr. Baker:
The North Carolina Department of Transportation (NCDOT) is proposing to widen, grade, and
pave SR 1260, Dogwood and Wildcat Drive, in Haywood County from the end of pavement for a
distance of 2.98 miles. This proposal entails widening and paving the existing gravel. road to a
standard 18-foot roadway. The proposed improvements of SR 1260 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 2006-07 paving season.
I am sending astraight-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 as well as a marked county map and USGS topographic
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.
The North Carolina Natural Heritage Database was checked for records of threatened and
endangered species. There are no records of listed species for Pine Tree Cove Creek watershed.
Additionally, there are no records for the adjacent watersheds, Johnson Creek and Mine Branch.
There are no records from the confluence of Pine Tree Cove Creek with Jonathan Creek to the
Pigeon River. The impacts from culvert replacement/extensions will be relatively minor. The
streams are small and are not of sufficient size to support mussels. For these reasons, there will
be "no effect" on threatened or endangered species.

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Impacts to historic or cultural resources are not anticipated. If the State Historic Preservation
Office (SHPO) and the Office of State Archaeology determines that further investigations are
required, NCDOT will conduct the appropriate site investigations and obtain compliance from
SHPO prior to 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
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
The unnamed tributaries and Pine Tree Cove Creek appear to have perennial flow. The channels
are composed of bedrock, cobble, gravel and sand. The channels lack vegetation. For these
reasons, we believe these streams are under the jurisdiction of the U.S. Army Corps of
Engineers. 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 three metal culverts in UT to
Jonathan Creek (DWQ Class C, Tr), two metal culverts in Pine Tree Cove Creek (DWQ Class C,
Tr) and nine metal culverts in UT's to Pine Tree Cove Creek (DWQ Class C, Tr). Listed below
is a summary of the proposed impacts.
Site No. Existing Proposed Condition Net Impacts
Station Condition

Site 1 50' x 18" 57' x 24" CMP 7' extension
8+50 CMP
Site 1 A Open Channel Temporary Dike w/ Sandbags 15 ft'`
g+50
Site lA Free Flowing Temporary De-watered 100'
g+50 Channel Channel
Site 2 30' x 10"
40' x 18" CMP 10'
26+63 CMP extension
Site 2A Open Channel Temporary Dike w/ Sandbags 15 ft'
26+63
Site 2A Free Flowing Temporary De-watered 100'
26+63 Channel Channel
Site 3 50' x 15" 55' x 24" CMP 5' extension
32+60 CMP

Site 3A Open Channel Temporary Dike w/ Sandbags 15 ft'
32+60
Site 3A Free Flowing Temporary De-watered 100'
32+60 Channel Channel

Site 4 30' x 21" x
'
15" Arch 34' x 24" CMP extension
4
42+37 CMP
Site 4A Open Channel Temporary Dike w/ Sandbags 15 ft'
42+37
Site 4A Free Flowing Temporary De-watered 100'
42+37 Channel Channel
Site 5 26' x 15" 35' x 24" CMP 9' extension
46+36 CMP
Site SA Open Channel Temporary Dike w/ Sandbags 15 ft'`
46+36
Site SA Free Flowing Temporary De-watered 100'
46+36 Channel Channel
Site 6 30' x 36" 45' x 48" CMP 15'
46+77 CMP extension
Site 6A Open Channel Temporary Dike w/ Sandbags 30 ft2
46+77
Site 6A Free Flowing Temporary De-watered 100'
46+77 Channel Channel
Site 7 50' x 24" 70' x 24" CMP 20'
57+71 CMP extension
Site 7A Open Channel Temporary Dike w/Sandbags 15 ft'
57+71
Site 7A Free Flowing Temporary De-watered 100'
57+71 Channel Channel
Site 8 24' x 60" 43' x 60" CMP 19'
60+00 CMP extension
Site 8A Open Channel Temporary Dike w/ Sandbags 30 ft2
60+00
Site 8A Free Flowing Temporary De-watered 100'
60+00 Channel Channel
Site 9 30' x 2x18" 40' x 42" CMP 10'
70+45 CMP extension
Site 9A Open Channel Temporary Dike w/ Sandbags 25 ftZ
70+45
Site 9A Free Flowing Temporary De-watered 100'
70+45 Channel Channel
Site 10 37' x 18" 58' x 24" CMP 21'
117+25 CMP extension
Site l0A Open Channel Temporary Dike w/ Sandbags 15 ft'`
117+25
Site l0A Free Flowing Temporary De-watered 100'
117+25 Channel Channel
Site 11 40' x 30" 55' x 42" CMP 15'
119+90 CMP extension

Site 1 lA Open Channel Temporary Dike w/ Sandbags 25 ft2
119+90
Site 1 lA Free Flowing Temporary De-watered 100'
119+90 Channel Channel
Site 12 28' x 18" 50' x 24" CMP 22'
137+71 CMP extension
Site 12A Open Channel Temporary Dike w/ Sandbags 15 ft`
137+71
Site 12A Free Flowing Temporary De-watered 100'
137+71 Channel Channel
Site 13 40' x 48" 60' x 48" CMP 20'
138+38 CMP extension
Site 13A Open Channel Temporary Dike w/ Sandbags 30 ft'
138+38
Site 13A Free Flowing Temporary De-watered 100'
138+38 Channel Channel
Site 14 40' x 36" 65' x 48" CMP 25
154+15 CMP extension
Site 14A Open Channel Temporary Dike w/ Sandbags 30 ft'
154+15
Site 14A Free Flowing Temporary De-watered 100'
154+15 Channel Channel
202 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. David
McHenry, 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 requesting Mr. McHenry and Mr. Ed Ingle,
Roadside Environmental Field Operations Engineer (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,
i
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Jonathan L. Woodard, P.E.
District Engineer
cc: Mr. John Hennessy, DWQ, DENR, Raleigh (seven copies)
Mr. Mike Parker, DWQ, DENR, Asheville
Mr. David McHenry, Mountain Region Coordinator, NCWRC
Mr. J. B. Setzer, P.E., Division Engineer, NCDOT
Mr. Mark Davis, Division Environmental Officer, NCDOT
Mr. B. T. Williams, P.E., County Maintenance Engineer, NCDOT
Mr. E. L. Ingle, Roadside Environmental Field Operations Engineer, NCDOT

Office Use Only' Form Version March OS
USACE Action ID No. DWQ No.
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(If any particular item is not appucaoie iv uu~ prv~c~1, Yl~a~~ G111{:, ~..,~ ~ •rr==~~~_~ ~• - ~- • - •,
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 14 & NW 33
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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ^
II. Applicant Information
1. Owner/Applicant Information
Name: North Carolina Department of Transportation
Mailing Address: 345 Toot Hollow Road
Br son Cit NC 28713
Attn • J L Woodard PE District Engineer
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: ~woodard dot state nc us
2. Agent/Consultant 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
T~iT.~.linn OrlrlrPCC• N/A
iviuAi Aiib ~ ....... ..., - - - -.
Telephone Number: N/
E-mail Address: N/A
Fax Number: N/A
Page 1 of 12

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USES 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
USAGE 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: Widen grade drain and pave SR 1260 Dogwood and Wildcat Drive in
Haywood County
2. T.I.P. Project Number or State Project Number (NCDOT Only): 140.044072
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Haywood Nearest Town: Ma~~ie Valley
Subdivision name (include phase/lot number): n/a
Directions to site (include road numbers, landmarks, etc.): From Waynesville take US 276
North to US 19 Turn left on US 19 heading West. Follow US 19 to SR 1260. Turn left on
SR 1260 Follow SR 1260 to the end of pavement This is the proiect.
5. Site coordinates, if available (UTM or Lat/Long): Attached on last page.
(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. Property size (acres): 5.69 acres
7. Name of nearest receiving body of water: Pine Tree Cove Creek C Tr
8. River Basin: French Broad
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http~//h?o enr state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Residential woodlands
Page 2 of 12

10. Describe the overall project in detail, including the type of equipment to be used: This
project includes cutting and filling earthwork where needed replacing old drainage structures
that are inadequate making the road safer by changing the road profile, and paving.
Equipment to be used will be Track Hoes Back Hoes Dumn Trucks, Bulldozers, Manual
Labor sandbags pumps and diversion pipes
11. Explain the purpose of the proposed work: To~ave widen the shoulders and improve the
ali nment of SR 1260 to meet current NCDOT standards.
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 permits have been applied for previously
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 ermits are antici ated
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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 maybe included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Page 3 of 12

1. Provide a written description of the proposed impacts: Plastic sheeting and sandbags will be
.placed in the stream channel above culvert to create an impervious dike. Water will be
diverted or pumped around culvert installation site. Culverts will be installed and the
temporarypervious dike will be removed after culvert installation.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
CPY1aY',,tPIV lief imr~actc rlnP to I1nt11 CtrllC,tllre and fl(~Odln~.
--1- ____-
Wetland Impact
Site Number
(indicate on map) _ --J

Type of Impact
Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) -
Located within
100-year
Floodplain
( es/no)
Distance to
Nearest
Stream
(linear feet)
Area of
Impact
(acres)
N/A

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: N/A
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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
,~* t,a inntnr~Pi1 'T'n ~alrnlatP arraaaP mnltinly lensrth X width_ then divide by 43.560.
Stream Impact .. r _
Perennial o Average Impact Area of
Number Stream Name Type of Impact ~
Intermittent. Stream Width Length Impact

(indicate on map) Before Im act linear feet
( ) acres
( )
1@ Station 8+50 UT to Pine Tree Culvert Extension. P 1 7 0.00016
Cove Creek
IA @ Station 8+50 UT to Pine Tree Impervious Dike P 3 (Dike) 5 0.00034
Cove Creek
1 A @ Station 8+50 UT to Pine Tree De-watered p 1 100 N/A
Cove Creek Channel
2 @ Station 26+63 UT to Pine Tree Culvert Extension P 1 10 0.00023
Cove Creek
2A @ Station 26+63 UT to Pine Tree Impervious Dike P 3 (Dike) 5 0.00034
Cove Creek
2A @ Station UT to Pine Tree De-watered p 1 100 N/A
26+63 Cove Creek Channel

3 @ Station 32+60 UT to Pine Tree Culvert Extension P 1 5 0.00011
Cove Creek
3A @ Station UT to Pine Tree Impervious Dike P 3 (Dike) 5 0.00034
32+60 Cove Creek
3A @ Station UT to Pine Tree De-watered p 1 100 N/A
32+60 Cove Creek Channel
Page 4 of 12

Average Impact Area of
Stream Impact Stream Name Type of Impact Perennial o~ Stream Width Length Impact
Number Intermittent. Before Impact (linear feet) (acres)
(indicate on ma )
4 @ Station 42+37 UT to Pine Tree Culvert Extension P 1 4 0.00009
Cove Creek
4A @ Station UT to Pine Tree Impervious Dike P 3 (Dike) 5 0.00034
42+37 Cove Creek
4A @ Station UT to Pine Tree De-watered p 1 100 N/A
42+37 Cove Creek Channel
5 @ Station 46+36 UT to Pine Tree Culvert Extension P 1 9 0.00021
Cove Creek
SA @ Station UT to Pine Tree Impervious Dike P 3 (Dike) 5 0.00034
Cove Creek
SA @ Station UT to Pine Tree De-watered p 1 100 N/A
Cove Creek Channel
6 @ Station 46+77 UT to Pine Tree Culvert Extension P 4 15 0.00138
Cove Creek
6A @ Station UT to Pine Tree Impervious Dike P 6 (Dike) 5 0.00069
46+77 Cove Creek
6 A@ Station UT to Pine Tree De-watered p 4 100 N/A
46+77 Cove Creek Channel
7 cL Station 57+71 UT to Pine Tree Culvert Extension P 1 20 0.00046
Cove Creek
7A @ Station UT to Pine Tree Impervious Dike P 3 (Dike) 5 0.00034
57+71 Cove Creek
7A @ Station UT to Pine Tree De-watered p 1 100 N/A
57+71 Cove Creek Channel
8 a Station 60+00 Pine Tree Cove Culvert Extension P 4 19 0.00174
Creek
8A @ Station Pine Tree Cove Impervious Dike P 6 (Dike) 5 0.00069
60+00 Creek
8A @ Station Pine Tree Cove De-watered p 4 100 N/A
60+00 Creek Channel
9 @ Station 70+45 UT to Jonathan Culvert Extension P 3 10 0.00069
Creek
9A @ Station UT to Jonathan Impervious Dike P 5 (Dike) 5 0.00057
70+45 Creek
9A @ Station UT to Jonathan De-watered p 3 100 N/A
70+45 Creek Channel
10 @ Station UT to Jonathan Culvert Extension P 1 21 0.00048
117+25 Creek
l0A @ Station UT to Jonathan Impervious Dike P 3 (Dike) 5 0.00034
117+25 Creek
I OA @ Station UT to Jonathan De-watered p 1 100 N/A
117+25 Creek Channel

11 @ Station UT to Jonathan Culvert Extension P 3 15 0.00103
119+90 Creek
I 1 A @ Station UT to Jonathan Impervious Dike P 5 (Dike) 5 0.00057
119+90 Creek
I 1 A @ Station UT to Jonathan De-watered P 3 100 N/A
119+90 Creek Channel
12 @ Station UT to Pine Tree Culvert Extension P 1 22 0.00051
137+71 Cove Creek
Page 5 of 12

12A @ Station UT to Pine Tree Impervious Dike P 3 (Dike) 5
137+71 Cove Creek
12A @ Station UT to Pine Tree De-watered p 1 100 N/A
137+71 Cove Creek Channel
13 @ Station Pine Tree Cove Culvert Extension P 4 20 0.00184
138+38 Creek
13A @ Station Pine Tree Cove Impervious Dike P 6 (Dike) 5 0.00069
138+38 Creek
13A @ Station Pine Tree Cove De-watered p 4 100 N/A
13 8+3 8 Creek Channel
14 @ Station UT to Pine Tree ~ Culvert Extension P 4 25 0.00230
154+15 Cove Creek
14A @ Station UT to Pine Tree Impervious Dike P 6 (Dike) 5 0.00069
154+15 Cove Creek
14A @ Station UT to Pine Tree De-watered p 4 100 N/A
154+15 Cove Creek Channel
Total Stream Impact (by length and acreage) 202 .01123
Total Temporary Impacts for De-watering & Impervious Dikes Respectively 1470 0.00662
Page 6 of 12

5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact

Site Number
(indicate on map)
Name of Waterbody
(if applicable)

Type of Impact Type of Waterbody

(lake, pond, estuary, sound, bay,
ocean, etc.) Area of

Impact
(acres)
N/A

Total Open Water Impact (acres)
5. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.01123
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.01123
Total Stream Impact (linear feet): Permanent 202
Total De-watering Impact (linear feet) Temporary 1470
6. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
7. Pond Creation
If construction of a pond is proposed, associated wetlarid 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
Current land use in the vicinity of the pond:
Size of watershed draining to pond: N/A
VII. Impact Justification (Avoidance and Minimization)
Expected pond surface area: N/A
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
Page 7 of 12

techniques to be followed during construction to reduce impacts. Culverts will be extended the
minimum length necessar~to improve to meet current NCDOT standards. All pipe extensions
will be placed below the existing stream bed so natural substrate can be re-established. The
culvert installation sites will be de-watered to minimize impacts from sedimentation.
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.
USAGE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, 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 maybe 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 USAGE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP 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/strm~ide.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.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Page 8 of 12

Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount ofNon-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ^
2. 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 aNEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No
3. 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 (required by DWQ)
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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify N/A )? Yes ^ No
2. If "yes", 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* Im act
p
(s uare feet)
Multiplier Required
Miti anon
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 9 of 12

3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
Stormwater will be diverted through settling basins or grass lined buffers prior to entering
streams (See erosion control plan)
XII. Sewage Disposal (required by DWQ)
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 (required by DWQ)
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. Cumulative Impacts (required by DWQ)
Will this project .(based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative. impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
htt~p~//h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
The road is being upgraded only to minimum secondary standards and is almost fully developed
at this point; thus it is not likely that development patterns would chance significantly.
XV. Other Circumstances (Optional):
Page 10 of 12

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).
N/
pplicandAgent's ignature Date
(Agen 's signature is valid only if an authorization letter from the applicant is provided.)
Page 11 of 12

SITE COORDINATES
Site 1 Site 8
N 35.508° N 35.501°
W 83.068° W 83.078°
Site 2 Site 9
N 35.507° N 35.501°
W 83.071° W 83.080°
Site 3 Site 10
N 35.505° N 35.500°
W 83.072° W 83.081°
Site 4 Site 11
N 35.503° N 35.499°
W 83.074° W 83.081°
Site 5 Site 12
N 35.502° N 35.498°
W 83.074° W 83.077°
Site 6 Site 13
N 35.502° N 35.498°
W 83.075° W 83.077°
Site 7 Site 14
N 35.501° N 35.501°
W 83.077° W 83.074°
Page 12 of 12

HAYWOOD COUNTY
ROAD NAME Dogwood & Wildcat Rds
SR 1260
WBS ELEMENT 140.044072
From EOP 15,735 feet to EOP
RIVER BASIN French Broad
IMPROVEMENT YES
TO BE PAVED YES
R/W WIDTH 65'
SCALE 1" = 50'
DATE 2/13/07

..
. Erosion Control Details and Specifications
Std # Description Symbol
1630.03 Temporary Silt Ditch ~ d ~ --
1630.0 Temporary Diversion .-~ ~ ~.
160.01 Temporary Silt Fence
~~~
1622.01 Temporary Slope Drain and Earth Beim ~ `- `- `- •
1630.01 Riser Basin _ ~~
~%
1630.02 Silt Basin Type B ~///~
1633.01 Temporary Rock Silt Check Type A S~>;k~~','>
1633.02 Temporary Rock Silt Check Type B

1634.01
Temporar}' Rock Sediment Dam T}pe A ~.~ .
~=~~=~~'~1
1634.02 Temporal}~ Rock Sediment Dam T}pe B
163.01 ~ Rock Pipe Inlet Protection Type A :_JS~
163.02 Rock Pipe Inlet Protection T}pe B
,;
~ ~-
1636.01 Rock Silt Screen ~~
,._ ~. .
1630.04 Stilling Basin `~I
1632.01 Rock Inlet Protection Type A _- , ~=` .
1632.02 Rock Inlet Protection T}pe B :.. ~-=
1632.03 Rock Inlet Protection Type C ~ ~- `= `
-- Environmentally Sensitive Area ~

Environmentally Sensitive Area
This project is located in an "Environmentally Sensitive Area". This designation requires special
procedures to be used for clearing and grubbing temporary stream crossings and grading operations within
the area identified on the plans. This also requires special procedures to be used for seeding and mulching
and staged seeding within the project.
Clearing and Grubbing
In areas identified on the erosion control plans as "Environmentally Sensitive Areas" clearing operations
can be performed, but not grubbing operations until immediately prior to beginning grading operations as
described in Section 200, Article 200-1, in the Standard Specifications. The "Environmentally Sensitive
Area" shall be defined as a 50 foot buffer zone on both sides of the stream (or depression) measured from
top of stream bank (or center of depression). Only clearing operations (not grubbing) shall be allowed in
this buffer zone until immediately prior to beginning grading operations. Erosion control devices shall be
installed immediately following the clearing operation.
Grading
Once grading operations begin in identified "Environmentally Sensitive Areas" work will progress in a
continuous manner until complete. All construction within these areas must progress in a continuous
manner such that each phase is complete and areas permanently stabilized prior to beginning of the next
phase. Failure to complete any phase of construction in a continuous manner in "Environmentally
Sensitive Areas" as specified will be just cause for the Engineer to direct the suspension of work in
accordance with Section 108-7 of the Standard Specifications.
Temporary Stream Crossings
Any crossing of streams within the limits of this project must be accomplished in accordance with Section
107-13(b) of the Standard Specifications.
Seeding and Mulching
Seeding and mulching shall be performed in accordance with Section 1660 of the Standard Specifications
and vegetative cover sufficient to restrain erosion shall be installed immediately following grade
establishment
Seeding and mulching shall be performed on the areas disturbed by construction immediately followins
final grade establishment. No appreciable time shall lapse into the contract time without stabilization of
slopes, ditches and other areas within the "Environmentally Sensitive Areas" as indicated on the EC Plans.
Stage Seeding
The work covered by this section shall consist of the establishment of a vegetative cover on cut and fill
slopes as grading progresses. Seeding and mulching shall be done in stages on cut and fill slopes which are
greater than 20 feet in height or greaten than 2 acres in area. Each stage shall not exceed the limits stated
above.

Erosion Control Schedule
• Install erosion control measures according to plans in all outlets and at other
discharge points after clearing but before grubbing
• Clear and clean outfall ditches leaving side slopes at an angle that can be retained by
vegetation. These areas will require stage seeding and mulching.
• Begin grading of roadway ditches. Place erosion control measures along roadway
ditches as grading progresses and conditions allow.
• Seed and mulch all disturbed areas as soon as any phase of grading is completed.
(Note there are 15 working days/21 calendar days to complete seeding and mulching.
A working day is defined as a day exclusive of Saturday or Sunday during which
weather conditions or soil conditions permit land-disturbing activity.)
• Clean out and/or rework all temporary erosion control measures after any significant
rainfall event (or as otherwise needed). These measures should be maintained until a
permanent vegetative cover is established.
Wet Pipe Installation Schedule
• Install erosion control devices.
• Remove material and existing pipe while limiting, as much as possible, material and
sediment from entering the stream and/or escaping from the project.
• Prepare pipe foundation while taking care to limit material and sediment from
entering the stream and/or escaping from the project. Where possible new grade
should be below the existing streambed. If needed, bedding material will be clean
stone (especially in Trout and HQW waters).
• Place new pipe and compact fill.
• Install slope protection on outlet and inlet ends of pipe. Also complete installation of
erosion control measures and perform maintenance as needed on existing measures.
• Establish permanent vegetation as soon as possible.

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SITE
.STA.
BRANCH
EXIST.
PROP.
SKEW

SIZE •1
8.50
1' W X 2' D
50' X ]8' CMP
57' X 24' CMP
90'

ROP. EXIST
CL CL

i I
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i I I
I I I
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PRDP,EXIST pROP,EXIST
EP EDGE EP EDGE
TL TL

1 HAYWOOD CO.
SR 1260
DOGWOOD DR.

N

T. OUTLET
END 7'

= 2~'
~ ~ i t ~ ~ i
I
~
T.B.M. ELEV. ]00.0
'
ASH
NAIL IN 14
'
LT. STA. 8.52
27

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R
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P
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SITE
STA.
BRANCH SIZE
EXIST.
PROP.
SKEW •2
26.63
1' W X
30' X
40' X
95'

1' D
10' CMP PROP= EXIST
18' CMP CL CL

i
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95'
r --~ --' 1~ ~ - _
EXT. INLET ~ T ~
END 3' ~ ~ ~
~ ~ ~ ~
~ ~
~ g- ~ g-
~ ~

~ ~
I
PRDP,EXIST EXIST PROP.
EP EDGE EDGE EP
TL TL HAYWOOD CO.
SR 1260
DOGWOOD OR.

N

~

~ EXT. OUTLET
END 7'

= 20'
I I I it ~ ! i
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ELEV
100
0
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1
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SITE
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EXIST.
PROP.

SKEW •3
32.60
3' W X
26' X
35' X

110'

1' D
15' CMP PROP.

CL
18' CMP

~ ~ 5
~ ~
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EXT. INLET -~~ ~ 110
END 7' ~
a
~ ~

~
~ 8' ~ 8'
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~ ~
PROP,EXIST
EP EDGE
TL

XIST

CL

I
~
~
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pROP,EXIST
EP EDGE
TL HAYW000 CO.
SR 1260
DOGWOOD DR.

T. OUTLET
END 2'

i

" = 2~'
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EV
T
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SITE
STA.
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EXIST.
PROP.
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42.37
SIZE 1' W X 1'
30' X 21'
34' X 24'
110'

D
X 15' ARCH CMP PROP._ EXIST
CMP CL - CL

I ~
I I I
I I I
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EXT. INLET ~ I
END 3' I
I I
I I I
I I I
I B, I B, I
I I I
I I I
PROP, EXIST EXIST PROP.
EP EDGE EDGE EP
TL TL HAYWOOD CO.
SR 1260
DOGWOOD DR.

N

T. OUTLET
END 1'

PROP. GABION WALL

" =2~'
~ I I l i I
I I I
I I I T
M
ELEV
B
100
0
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P
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LA
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43.00
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44
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SITE
STA.
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46.36
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35' X 24'

110'

D
CMP PROP. EXIST

CL CL
CMP
I ~

~ -~ 5' ~

~ ~ ~
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EXT. INLET r ~- ~ ~
END 2' I ~I ~ ~ ~~
~ ~ ~ ~

~
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~ ~ ~
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PRDP,EXIST PROP,EXIST
EP EDGE EP EDGE
TL TL HAYWOOD CO.
SR 1260
DOGWOOD DR.

. .~,
N.~~k ""'
~~

XT. OUTLET
END 7'

" = 20'
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M
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00
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A. 46.50
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SITE
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SKEW •6
46.77
4' W X 10' D
30' X 36' CMP
45' X 48' CMP

90'

T. INLET
END 4 '

ROP. EXIST

CL CL

I I
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~ ~ ~
~ ~
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~ ~ ~
~ 8' ~ 8' ~
~ ~ ~
~ ~ ~
I 1 I
PROP,EXIST PROP,EXIST
EP EDGE EP EDGE
TL TL HAYW000 CO.
SR 1260
DOGWOOD DR.

~

EXT. OUTLET
-{--~- ENO 1 1 '

= 20'
II I I
I I I I
I T
M
B
ELEV
100
0 ~
.
.
.
.
.
NA
N PP
IL I
7'
T
T
. S
A. 46.50
1
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II
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1 °
10' EXISTING GRADE- 9.0%
= PROPOSED GRADE-15.8%

SITE
STA.
BRANCH SIZE
EXIST.
PROP.
SKEW •7
57.71
6' W X 1' D
50' X 24' CMP
70' X 24' CMP
135'

2' PAVED DRIVE

XIST
CL
~
I
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~

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EDGETPROP.
TL EP

ROP.
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EDGET PROP.
TL EP HAYWOOD CO.
SR 1260
DOGWOOD DR.

N

XT. OUTLET
END 20'

~~ = 20'
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M
ELEV
B
100
0
~ .
.
.
.
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NAI
IN PP
I L
'
29
LT. STA. 57.90
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1 °
1 ~ ~ EXISTING GRADE- 9.6%
= PROPOSED GRADE -12.9%

SITE
STA.
BRANCH
EXIST.
PROP.
SKEW

SIZE •8
60.00
4' W X 1' D
24' X 60' CMP
43' X 60' CMP
85'

EADWALL TO BE
RETAINED

XIST PROP.
CL C/L

I I
I I I
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I I I
I 85 • I
'

I I I
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PROP, EXIST EXIST PROP.
EP EDGE EDGE EP
TL TL HAYWOOD CO.
SR 1260
DOGWOOD DR.

EADWALL TO BE
REMOVED.
N

- _

EXT. OUTLET
END 19'

= 20'
I I ~ I I! I I I
I I li I
T
B
M
ELEV
100
0
I I I I .
,
.
.
.
CORNER OF R

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4' LT
STA
59.82 ~
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1 O'
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' I PROPOSED GRADE- 10.2%
i I '~

SITE
STA.
BRANCH SIZE
EXIST.
PROP.

SKEW •9
70.45
3' W X 6' D
(2) 30' X 18' CMP
40' X 42' CMP

90'

XT. INLET
END 2'

ROP.

CL

I
I I
I I
I 6
I I
I 90

'

I I
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I I
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I s' I B'
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PROP, EXIST
EP EDGE
TL

XIST

CL

I
I
I
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I

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I
I
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PROP,EXIST
EP EDGE
TL HAYWOOD CO.
SR 1260
DOGWOOD DR.

N

~

~~ EXT. OUTLET
END 8'

= 2m'
! !
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I T
B

I .
.M. ELEV. 100.0
P
I
I NAIL IN
P
'

I LT. STA. 70.31
26
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I i I I
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l I ! I I
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PROPOSED GRADE - 10.8%

SITE
STA.
BRANCH
EXIST.
PROP.
SKEW

SIZE

T.
END •10
117.25
1' W X 1' D
37' X 18' CMP
58' X 24' CMP
90•

TLE T -
18.5' -

XIST
CL

I
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13'

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EXIST PROP.
EDGE EP
TL HAYWOOD CO.
SR 1260
DOGWOOD DR.
PROP.
CL

I
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N
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90 I
I

I I ~ EXT. INLET
I I END 2.5'
I I
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18' I
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EXISTPROP.
EDGE EP
TL
1 " = 2PJ'
!I I I I I I ~~
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LOCUST
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LT. STA. 117.581 I
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1 °
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PROPOSED GRADE -30.2%

SITE •11
STA. 119.90
BRANCH SIZE 3' W X 6' D
EXIST. 40' X 30' CMP
PROP. 55' X 42' CMP
SKEW 90'

-

XT. OUTLET
END 16'

XIST PROP.
CL CL

I I
I I I
I I I
I I I
I i I
I I I
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18, I B, I
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EDGETPROP. EDGET PROP
TL EP TL EP

-

. HAYWOOD CO.
SR 1260
DOGWOOD DR.

N

2fd'
I ~ I ~ I I ~
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I ~ T
M
ELEV
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100
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NAIL IN 24
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1 " 1 ~' EXISTING GRADE-14.0
6%
9
= .
PROPOSED GRADE- 1

SITE
STA.
BRANCH
EXIST.
PROP.

SKEW •12
137.71
SIZE 8' W X 1' D
28' X 18' CMP
50' X 24' CMP

95'

_

EXT. OUTLET
END 22'

ROP.

CL

I ~
~
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XIST

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TL HAYWOOD CO.
SR 1260
DOGWOOD DR.

N

20'
I I I I I I I I I I I I
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. B. M, ELEV. 100.0
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'
1 21
RT. STA. 137.60 I I
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PROPOSED GRADE-22.4%
~ I

SITE •13
STA. 138.38
BRANCH SIZE 4' W X 1' 0
EXIST. 40' X 48' CMP
PROP. 60' X 48' CMP
SKEW 80'

r

EXT. OUTLET
END 20'

ROP.
CL

~ I

~ ~

I
~
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~ 8' ~
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~ ~
PROP,EXIST
EP EDGE
TL

XIST
CL

~

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8'
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EP EDGE
TL HAYWOOD CO.
SR 1260
DOGWOOD DR.

N

= 2(~'
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~ PROPOSED GRADE - 10.
%
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SITE
STA.
BRANCH
EXIST.
PROP.
SKEW •14
154.15
SIZE 4' W X 8' D
40' X 36' CMP
65' X 48' CMP
135•

EXT. OUTLET
END 25'

ROP. EXIST
CL CL

/\ ~
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PROP, EXIST PROP,EXIST
EP EDGE EP EDGE
TL TL

\ HAYWOOD CO.
SR 1260
DOGWOOD DR.

N

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=20'
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T.B.M. ELEV. 100.
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RT. STA. 154.18
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SR 1260
SITE 1
INLET
OUTLET

SITE 2
INLET
OUTLET

SITE 3
INLET
OUTLET

SITE 4
INLET
OUTLET

SITE 5
INLET
OUTLET

STTE 6
INLET
OUTLET

SITE 7
INLET
OULET

SITE S
INLET

SITE 9
INLET
OUTLET

SITE 10
INLET
OUTLET

SITE 11
INLET
OUTLET

r
SITE 13
INLET
OUTLET

SITE 14
INLET