20061544 Ver 1_Complete File_20061010

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
p ~= - Alan W. Klimek, P.E. Director
Division of Water Quality
October 10, 2006
Madison County
DWQ Project No. 061544
NCSR 1379 (Arvil Gosnell Road)
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. J. J. Swain, Jr., P.E.
Division Engineer
N C Department of Transportation
Post Office Box 3279
Asheville, North Carolina 28802
Dear Mr. Swain:
You have our approval, in accordance with the attached conditions and those listed below, to impact 15 linear feet in
Sprinkler Branch, replace three (3) existing culverts in Sprinkler Branch and a culvert in an unnamed tributary to
Sprinkler Branch and temporary dewatering (15 linear feet of new pipe, replacement of four (4) existing pipes and
temporary dewatering), in order to make improvements to NCSR 1379 (Arvil Gosnell Road) in Madison County. The
project should be constructed in accordance with your application dated September 19, 2006 (received September 22,
2006), including the environmental commitments made in the application letter. After reviewing your application, we
have decided that this fill is covered by General Water Quality Certification Nos. 3404 and 3366, corresponding to the
U.S. Army Corps of Engineers Nationwide Permit Numbers 14 and 33. In addition, you must 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 Water Quality Certification will expire with the
accompanying 404 Permit issued by the US Army Corps of Engineers.
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 DWQ in writing and submit a new application. If the property is sold, the new
owner must be given a copy of this Certification and approval letter, 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 211 .0506
(h) (6) and (7). For this approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below.
1. 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.
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.
No??Carolina
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North Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, NC 28778 Phone [phone] Customer Service
Internet: www.ncwaterquality.org FAX [phone]
An Equal Opportunity/Affirmative Action Employer
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Mr. J. J. Swain, Jr., P.E.
October 10, 2006
Page Two
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.
2. There shall be no excavation from or waste disposal into, jurisdictional wetlands or waters associated with this permit
without appropriate modification. Should waste or borrow sites be located in wetlands or streams, compensatory
mitigation will be required since that is a direct impact from road construction activities.
3. Sediment and erosion control measures shall not be placed in wetlands or waters unless otherwise approved by this
Certification. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall
be removed and the natural grade restored upon completion of the project.
4. Placement of culverts and other structures in waters, streams and wetlands, shall be placed below the elevation of the
streambed by one foot for all culverts with a diameter greater than 48-inches, and 20 percent of the culvert diameter
for culverts having a diameter less than 48-inches, to allow low flow passage of water and aquatic life. Design and
placement of culverts and other structures including temporary erosion control measures shall not be conducted in a
manner that may result in dis-equilibrium of wetlands, streambeds or banks, adjacent to, or upstream and down stream
of the above structures. The applicant is required to provide evidence that equilibrium is being maintained, if
requested in writing by DWQ. If this condition is unable to be met due to bedrock or other limiting features
encountered during construction, please contact the NC DWQ for guidance on how to proceed and to determine
whether or not a permit modification will be required.
5. Adequate sedimentation and erosion control measures must be installed and maintained on the project site to
minimize sediment transport to downstream aquatic resources. Temporary cover (wheat, millet or similar annual
grain) or permanent herbaceous cover should be planted on all bare soil within fifteen (15) days of ground disturbing
activities to provide long-term erosion control. Erosion control mating should be used in conjunction with appropriate
seeding on disturbed soils in steep slope and riparian areas. Matting should be secured in place with staples or
wherever possible, live stakes of native trees. Straw mulch and tall fescue should not be used in riparian areas.
6. Stormwater shall be directed to vegetated buffer areas, grass-lined ditches or other means appropriate to the site for
the purpose of pre-treating stormwater runoff prior to discharging directly into streams. Mowing of existing vegetated
buffers is strongly discouraged.
7. The dimension, pattern and profile of the stream, above and below the crossing, should not be modified. Disturbed
floodplains and streams should be restored to natural geomorphic conditions.
8. Native riparian vegetation (e.g. rhododendron, dog hobble, willows, alders, sycamores, dogwoods, black walnut and
red maple) must be reestablished within the construction limits of the project by the end of the growing season
following completion of construction.
9. Any riprap placed for bank stabilization should be limited to the streambank below the high water mark, and
vegetation should be used for stabilization above the high water elevation. Riprap should not be place in the active
thalweg channel or placed in the streambed in such a manner that precludes aquatic life passage. Bioengineering
boulders or structures should be properly designed, sized and installed.
10. Heavy equipment should be operated from the banks rather than in the stream channels in order to minimize
sedimentation and reduce the introduction of other pollutants into the stream.
11. All mechanized equipment operated near surface waters must be regularly inspected daily and maintained to prevent
contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
12. Rock check dams at culvert outlets should be removed at project completion to avoid impeding aquatic life movement.
13. All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1, unless otherwise
authorized by the certification.
14. A copy of this Water Quality Certification shall be posted on the construction site at all times. In addition, the Water
Quality Certification and all subsequent modifications, if any, shall be maintained with the Division Engineer and the
on-site project manager.
15. The outside bdffer, wetland or water boundary located within the construction corridor approved by this authorization
shall be clearly marked by high visible fencing prior to any land disturbing activities. Impacts to areas within the
fencing are prohibited unless otherwise authorized by this certification.
Mr. J. J. Swain, Jr., P.E.
October 10, 2006
Page Three
16. All work in or adjacent to stream waters shall be conducted in a dry,work area. Approved BMP measures from the
most current version of NCDOT Construction and Maintenance Activities manual such as sandbags, rock berms,
cofferdams and other diversion structures should be used to prevent excavation in flowing water.
17. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface waters is
prohibited.
18. If concrete is used during construction (e.g., headwalls), a dry work area should be maintained to prevent direct
contact between curing concrete and stream water. Water that inadvertently contacts uncured concrete should not be
discharged to surface waters due to the potential for elevated pH and possible aquatic life and fish kills.
19. No rock, sand or other materials shall be dredged from the stream channel, except where authorized by this
certification.
20. The permittee and its authorized agents shall conduct its activities in a manner consistent with State water quality
standards (including any requirements resulting from compliance with §303(d) of the Clean Water Act) and any other
appropriate requirements of State or Federal law. If DWQ determines that such standards or laws are not being met
(including failure to sustain a designated achieved use) or that State of Federal law if being violated, or that further
conditions are necessary to assure compliance, DWQ may reevaluate and modify this certification.
21. This certification does not authorize the discharge of waste rock and dirt into the stream or riparian zone except for
permitted areas associated with the bank stabilization work.
22. During the construction of the project, no staging of equipment of any kind is permitted in waters of the U.S., or
protected riparian buffers.
23. Upon completion of the project, the NCDOT Division Engineer, shall complete and return the enclosed "Certificate of
Completion Form" to notify NCDWQ when all work included in the §401 Certification has been completed. This
form shall be returned to the Transportation Permitting Unit of the NC Division of Water Quality, 2321 Crabtree
Blvd., Suite 250, Raleigh, North Carolina 27604..
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 telephone Mr. Mike Parker of the Asheville Regional Office at 828.296.4500.
Sincerely,
Alan W. Klimek, P.E., Director
Division of Water Quality
cc: Roger Bryan, Division 13, DEO
Ed Ingle, Roadside Environmental
David Baker, USACE Asheville Field Office
Transportation Permitting Unit
Mike Parker, Asheville Regional Office
Staff Report
Project Num: 20061544
Name: NCDOT- SR 1379
County: Madison
Location: Sprinker Branch Petersburg
Latitude: +35°52'01"
SW Plan Location:
Owner: NC DOT Division 13
Contact Person: Tippett, Lyndo
Inspection Date: 09/26/2006
Reason for Inspection: Routine
On-Site Representative(s):
Primary Inspector: Michael R Parker
Secondary Inspector(s):
Phone: [phone]
Question Areas:
0 Site Visit
Inspection Summary:
NCDOT is proposing to grade, widen and pave NCSR 1379 (Arvil Gosnell Road) in Madison County. The construction will impact 15
linear feet in Sprinkler Branch with pipe extensions and replacement of three existing culverts in Sprinkler Branch and replacement of
one existing culvert in an unnamed tributary to Sprinkler Branch.
It is recommended that WQ Certification Nos. 3366 and 3404 be issued.
The 401 Certification was issued on October 10, 2006.
Version: 1 Status: Received
Project Type: Road maintenance/repair/improvements
Region: Asheville
Longitude: -82°36'54"
Title:
Phone:
Entry Time: 10:30 AM Exit Time: 11:15 AM
Inspection Type: Staff Report
Page: 1
Project Num: 20061544 Owner: NC DOT Division 13
Inspection Date: 09/26/2006 Inspection Type: Staff Report
Reason for Visit: Routine
Site Visit Yes No NA NE
Do impacts described in the application differ those seen in the field? n ¦ o n
If yes, please describe differences:
Are the Intermittent/Perennial calls different in the application? n ¦ n n
If yes, please describe differences, and how mitigation ratios are affected:
Are there additional impacts not described in the application? n ¦ n n
If yes, please describe and quantify:
Were the impacts in place prior to the application for the 401 Certification? n ¦ n n
Additional conditions recommended for the Certification:
Recommended project modifications:
Is this a modification request to an existing Certification? n ¦ o n
Are there additional stromwater conditions that should be required due to the following classifications: 0000
# 303(d)list, Class WS, NSW, ORW, HQW
Describe:
Is this a subdivision or otherwise part of a larger project? n n ¦ n
# If yes, what phase is this?
Are there prior impacts from prior phases? n n ¦ n
If yes, what are the cumulative imacts for this project?
Possible secondary impacts noted:
Comment:
Page: 2
? - D
.lam, SEP 2 2 2006
DENR - WAtER QALITY
rDSAND SrprAUF 9
STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
PO BOX 3279, ASHEVILLE, NC 28802
September 19, 2006
Mr. David Baker 06154,1
US Army Corps of Engineers 151 Patton Avenue, Room 208
Asheville, NC 28801-5006
Subject: Nationwide Permits #14 & # 33
S.R. 1379, Arvil Gosnell Road
State Project No. 13C.057100 (DWQ Minor Permit Fee $200)
Madison County, NC
Dear Mr. Baker:
I have enclosed a straight-line diagram with erosion control plan, a PCN application for
NWP #14 & #33, and a vicinity map relative to the proposed project on S.R. 1379 Arvil
Gosnell Road, Madison County, NC.
Arvil Gosnell Road is currently a 14-16 feet wide gravel road. Division of Highways
plans to pave the road 18 feet wide and increase the typical section. Grading will be
light.
We propose to extend two (2) pipe culverts on Sprinkler Branch. In addition, we plan to
replace four (4) pipe culverts on Sprinkler Branch and an Unnamed Tributary (UT) to
Sprinkler Branch with no extension of the pipes. Total culvert extensions will be 15
linear feet.
Sprinkler Branch is an approximately 2-4 foot wide creek with riffle/pool habitats,
cobblestone and bedrock substrate, and bed/bank features. The UT of Sprinkler Branch
at Site 6 is a 6" wet ditch with sand and vegetative substrate.
No stream relocation will be performed for the project. Existing channel morphology
will be maintained upstream and downstream of the culverts. The culverts will be placed
below existing streambed elevation. Riparian vegetation will be reestablished along

P +
Mr. David Baker
Page -2 SR 1379, Madison County
September 19, 2006
disturbed areas associated with the culvert extensions. Stormwater will be diverted
through grass-lined ditches or vegetated buffers prior to entering streams.
No effect on federally listed species (threatened or endangered) or their habitats is
anticipated.
As a part of the 401 Certification process, a copy of the application will be forwarded to
the NC State Historic Preservation Office as required by Section 106 of the National
Historic Preservation Act of 1966 and GS 121-12(a).
By copy of this letter, we request David McHenry, North Carolina Wildlife Resources
Commission Coordinator, to comment directly to the Corps concerning the permit
request.
By copy of this letter, we are asking Ed Ingle, Area Roadside Field Operations Engineer,
to comment on the above project. The stream and UT are classified as Class C and are
not classified as trout. A buffer variance will not be required.
By copy of this letter, I am forwarding seven (7) copies of the application package to
Brian Wrenn, NC Division of Water Quality, 401/Wetland Unit and an additional copy to
Mike Parker, NC DWQ Asheville Regional Office for review and comment. Please
charge the application processing fee of $200.00 to WBS element # 13C.057100. Please
forward comments directly to the Corps with copy to Division 13 Environmental Officer.
Your earliest consideration for this request would be greatly appreciated. If you have any
questions or information needs, please contact me at [phone].
Sincerely,
Roger D. Bryan
Division 13 Environmental Officer
Enclosures
cc: J.J. Swain, Jr., P.E.
H.M. Coates, P.E.
Ed Ingle
David McHenry
Brian Wrenn
Mike Parker
e ?
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. 20061544
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. 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: NWP 14, NWP 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
Owner/Applicant Information
Name: J.J. Swain, Jr., P.E., Division Engineer
Mailing Address: NC Department of Transportation
P.O. Box 3279
Asheville NC 28802
Telephone Number: 828-251-6171 Fax Number: 828-251-6394
E-mail Address: rdbryanaa 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.) N/A
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
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 1379, Arvil Gosnell Road
2. T.I.P. Project Number or State Project Number (NCDOT Only): 13C.057100
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Madison Nearest Town: Petersburg
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): From Asheville, take US
19/23 north Take N .C. Highway 213 exit and go west. Continue onto N.C. 213 throuuh
d
Mars Hill until you reach S.R. 1370- Petersburg Road/ Grapevine Road. Take a right han
turn on S R 1370 S.R. 1379-Arvil Gosnell Rd. is on the right hand side approximately 3.2
mile north of the intersection of N.C. Highway 213 and S.R. 1370.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossin g of a distinct waterbody.)
Decimal Degrees (6 digits minimum):
Site 1: 35° 51' 57.71"N 82037'3.61" W
Site 2: 35° 51' 58.58"N 82037'1.03" W
Site 3: 35° 51' 59.45"N 82036'57.08"W
Site 4: 35° 52' 1.07" N 82° 36' 54.04" W
Site 5 35° 52' 3.30"N 82036'51.00" W
Site 6: 35° 52' 7.53"N 82036'46.89" W
Page 2 of 9
6. Property size (acres): 2.66-Acres
7. Name of nearest receiving body of water: Sprinkler Branch (Class Q
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 htip://h2o.enr.state.nc.us/admin/mai)s/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is an existing_SLavel road. Surrounding properties
are agricultural and residential land.
10. Describe the overall project in detail, including the type of equipment to be used: We
propose to grrade drain base pave and install erosion control measures for S.R. 1379-Arvil
Gosnell Road The equipment to be utilized includes an excavator, backhoe, and trucks.
11. Explain the purpose of the proposed work: We propose to grade, drain, base, pave and install
erosion control measures for S.R. 1379-Arvil Gosnell Road. We nronose to extend two (2)
pine culverts on Sprinkler Branch. In addition, we plan to replace four (4) nine culverts on
Sprinkler Branch and an UT to Sprinkler Branch with no extension of the nines. Total
culvert extensions will be 15 linear feet. The culverts will be installed to insure aquatic life
passage within the streams.
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 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 no future plans
Page 3 of 9
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 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. Provide a written description of the proposed impacts: We propose to extend two (2) hive
culverts on Sprinkler Branch In addition we plan to replace four (4) pipe culverts on
Sprinkler Branch and an UT to Sprinkler Branch with no extension of the gives. Total
culvert extensions will be 15 linear feet.
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,
separately list impacts due to both structure and flooding.

Wetland Impact

Site Number
(indicate on map)

ype of Impact T e of Wetland
yp

(e.g., forested, marsh,
herbaceous, bog, etc.) Located within

100-year
I00lain
es/no Distance to

Nearest
Stream
linear feet Area of

Impact
(acres)
N/A

Total Wetland Impact (acres) N/A
3. List the total acreage (estimated) of all existing wetlands on the propert y: 0.0
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
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Page 4 of 9
Stream Impact
ber
N
Stream Name
Type of Impact Perennial or
? Average
Stream Width Impact
Length Area of
Impact
um
indicate on ma Intermittent Before Impact linear feet acres
Site 1 (18+37) Sprinkler Branch Pipe Culvert
Replacement Perennial 0 0
Site 2 (20+43) Sprinkler Branch Pipe Culvert
Replacement Perennial
39 0 0
Site 3 (23+52) Sprinkler Branch Pipe Culvert
Extension Perennial 3' S' 0.0003
Site 4 (28+68) Sprinkler Branch Pipe Culvert
Replacement Perennial 3' 0 0
Site 5 (32+38) Sprinkler Branch Pipe Culvert
Extension Perennial 3' 10' 0.0007
UT of Sprinkler Pipe Culvert Intermittent 0 0
Site 6 (35+30) Branch Replacement Wet Ditch
6"
Total Stream Impact (by length and acreage) 15' 0.001
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 ma 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) N/A
6. List the cumulative im act to all Waters of the U.S. resulting from the project:
Stream Impact acres : 0.001
Wetland Impact acres : 0.0
Open Water Impact acres : 0.0
Total Impact to Waters of the U.S. (acres) 0.001
Total Stream Impact linear feet : 15'
7. 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.
Page 5 of 9
8. 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.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
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 secondary road
must be improved to meet current safety standards for paved roads. The nine culvert extensions
requested are the minimum necessary to establish an appropriate typical section for the roadway.
Pipes that are to be replaced are damaged Riparian vegetation will be established on disturbed
areas associated with the project construction.
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 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 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.
Page 6 of 9
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 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
httv://h2o.enr.state.nc.us/ncwetlands/strmp-ide.htm].
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.
We do not feel that mitigation is warranted due to the minimal impacts of the ripe culvert
extensions Additionally paving of the roadway should eliminate sedimentation from fines
associated with gravel roadway.
If required we propose to utilize the Ecosystem Enhancement Program (EEP) for the
mitigation requirements for the proposed impacts. NCDOT will be coordinating with the
EEP to obtain the Wropriate mitigation credits if required.
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.htrn. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
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 a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
Page 7 of 9
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) - N/A
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
(Meuse), 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 )? 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.
3 (2 for Catawba)
1.5
3.
Zone* Impact Multiplier Required
Total
* Zone 1 extends out 30 feet perpendict
additional 20 feet from the edge of Zone 1.
Tom the top of the near bank of channel; Zone 2 extends an
If buffer mitigation is required, please discuss what
Donation of Property, Riparian Buffer Restoration /
Riparian Buffer Restoration Fund). Please attach all
within 15A NCAC 2B.0242 or.0244, or.0260.
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. The existing g "acted gravel roadway acts as
an impervious surface Paying of the roadway should eliminate sedimentation from fines
associated with gravel surface treatment The roadway surface will be 40% of right of way
acreage. Stonmwater will be diverted through settling basins or grass lined buffers Prior to
entering the streams
type of mitigation is proposed (i.e.,
Enhancement, or Payment into the
appropriate information as identified
Page 8 of 9
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 El 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
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. 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).
With regard to hazardous Will basins the road is not classified as an arterial route: therefore
hazardous spill basins are not required.

0 ApplicaiO/Agent's Signature / Dote
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
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Name: MARS HILL Location: 035° 51'56.85" N 082° 36'56.81 " W
Date: 9/18/2006 Caption: S.R. 1379 - Avril Gosnell Road, Madison County North
Scale: 1 inch equals 2000 feet Carolina
Copynght (C) 1998, Maptech, Inc.
Photos: Site 1 : Pipe CulNert Replacement - S.R. 1379, Madison Count}. \C.
Photo 1: A view of the upstream section.
Photo 2: A view of the downstream section.
Photos: Site 2: Pipe Culvert Replacement - S.R. 1379. Madison Count. \C.
Photo 1: A view of the upstream section.
Photo 2: A viex of the downstream section.
Photos: Site 3 : Pipe Culvert Extension - S.R. 1379. Madison County. \C.
Photo 1: A view of the upstream section.
Photo 2: A view of the downstream section.
Photos: Site 4 : Pipe Culvert Replacement - S.R. 1379. Madison County, NC.
Photo 1: A view of the upstream section.
Photo ?: A view of the downstream section.
Photos: Site 5 : Pipe Culvert Extension - S.R. 1379, Madison County, 1C.
Photo 1: A N iew of the upstream section.
Photo 2: A view of the downstream section.
Photos: Site 6 : Pipe Culvert Replacement - S.R. 1379, Madison County, NC.
Photo 1: A view of the upstream section.
N.C. DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY
SUBJECT: SR 1379 Arvil Gosnell Rd.
LOCATION: From SR 1370 to End of Maint.
WORK TYPE: Grade, Drain, Base, and Pave
WORK ORDER: 130.057100 PRIORITY : RHS # 6
COUNTY: Madison TOWNSHIP: Grapevine
DATE: 9-13-06 SCALE: 1"=50'
NOTES: 45' R/W
LENGTH: 2,578'=.49 mi.
PREPARED BY:CAP/JPR/JSA

STATE OF NORTH CAROLINA
DM.SION OF HIGHWAYS
EROSION SYMBOLS
TD # DESCRIPTION
45.03 -
TEMPORARY SILT DITCH ----------------------------

45.05
TEMPORARY DIVERSION -------------------------- ------------------ TSD
TEMPORARY SILT FENCE ---------------------------
-- ------------------

0.05
TEMPORARY SLOPE DRAIN WITH EARTH -----------
BERM -----

45.01
SILT BASIN TYPE A ---------------------------- -----------
Ilk
45.02 --------
SILT BASIN TYPE B -----
. •--------------------? _O
X2.04 TEMPORARY ROCK SILT CHECK TYPE A --- -------------
X5.10 TEMPORARY ROCK SILT CHECK TYPE B ---- --------------
----------

X2.01
TEMPORARY ROCK SEDIMENT DAM TYPE -•---•-.._.-__..._
A -----

X2-02

TEMPORARY ROCK SEDIMENT DAM TYPE ------------------
----
B ------•____

?7.01
ROCK PIPE INLET PROTECTION --------------- _-_•-__--_•.-.

X4.01 --

ROCK SILT SCREEN ------ ------------
--------------- -??

15.04
STILLING BASIN ----------•--.-.._ ------

.8.01 RIP RAP -------------------
------------------- +))il l
DITCH LINER --------------------------
ENVIRONMENTALLY SENSITIVE AREA------------------
PIPE OUTLET ENERGY DISSAPATOR--------------------------------------- EROSION CONTROL MATTING -------------------------------
-- -- EcM
FIBER GLASS ROVING --------------------------------
SILT CHECK DAM
TYPE-A -----------------------------------------------•-----
-• A
SILT CHECK DAM TYPE--B-------------------------------------------------------
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EROSION CONTROL PLAN SHEET
Silt fences and temporary silt ditches shall be installed after clearing and
before grading.
Temporary stone ditch checks shall be installed as soon as ditch line is
established.
Pipe outlet and inlet protection will be done as soon as the pipe is installed.
Silt basins (Type B) will be constructed to the dimension of nine feet by
three feet by two feet unless otherwise noted on plans. (See SB-9 on
dimension sheet)
Seeding and other permanent erosion control measures are to be
implemented as soon as practical.
Temporary rock silt checks (Type B) will be spaced as required by percent
of grade.

= _ - - PIPE INSTALLATION NOTES
1) Install erosion control devices. In streams, where necessary, rock silt
screens will be used.
2) Remove material and existing pipe while limiting, as much as possible,
material and sediment from entering the stream and/or escaping from the
project.
3) Prepare pipe foundation while again taking care to limit, as much as
possible, material and sediment from entering the stream and/or escaping
from the project. Where possible, new grade will be below the existing
streambed. If needed, bedding material will be clean stone.
4) Place the new pipe and compact backfill.
5) 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.
6) Establish permanent vegetation as soon as possible.
PIPE OUTLET ENERGY DISSIPATOR: • • .
A pipe outlet energy dissipator shall be used at pipe outlets to slow the water
velocities when it exits the pipe and flows out ditched or natural waterways. It is
an apron of stone of a sufficient thickness to protect the outlet area from scouring
out and causing off-site sedimentation damage. Pipe outlet energy dissipators
should be built according to the guideline chart shown on page VIII-3 of this
manual.
AREAS OF USE: !
• Outlets of pipes and culverts to prevent scouring..
DESIGN CRmRIA:
• In accordance with chart on page VIII-3.
• Filter fabric, or six inch layer of gravel, shall be used under stone.
MATERIALS:
• Filter fabric shall meet requirements of section 1056 of Standard
Specifications for Roads and Structures, January 1, 1990, for type II filter
fabric.

March, 1993
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ROADWAY DITCH AND MEDIAN LINING GUIDELINES
Percent of Grade Type of Lining Recommended
0% ----
Straw And Tac
2% Erosion Control Matting
3% ----
4% Erosion Control Matting
5% ----
Greater Stone

Y
YE °I
\
( S.B. 7 )
31
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(S.B. 9 )
LENGTH OF DISTURBED AREA
°Ir(?
(S.B.14 )
LENGTH OF DISTURBED AREA
LENGTH OF DISTURBED AREA
LENGTH OF DISTURBED AREA
A silt basin type-B is a temporary basin built to collect sediment flowing through a
drainage way. The silt basin is built at the base of the ditch with its length being at
least 2 times the width of the basin. The type-B silt basin is generally built in "
conjunction with temporary rock silt checks and other devices that control or slow
down water flow. This device must be monitored closely and cleaned out on a
regular basis until grass is established along the ditch line and sedimentation is no
longer a problem.
AREAS of USE:
• In conjunction with temporary rock silt checks and other devices used in
drainage ditches.
DESIGN CR.ri•E :
• Width - variable
• Length - 2 times width
• Depth - 2 ft. minimum storage - 1800 cubic feet/acre (equals L x W x D)
23 . March, 1992
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TEMPORARY SILT DITCH:
TSD
A temporary_ silt ditch shall be used in place of silt fence in many situations.
Temporary silt ditches shall be used at the toe of fill slopes to divert runoff into
sediment basins, temporary rock sediment dams, temporary rock silt checks- and/or
other sedimentation control measures. Temporary silt ditches are approximately 1
ft. deep, 2:1 side slopes with an optional earth berm.
AREAS OF USE:
• Toe of fill slopes where fill exceeds 3 ft in vertical height.
• Along streams to intercept flow and/or divert to a controlled outlet.
13 March, 1992

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March,1992
A temporary silt fence is commonly used at the toe of a fill section to prevent off-
site sedimentation. It is made of permeable filter fabric buried at the bottom,
stretched and supported by steel posts. The silt fence reduces the water flow while
retaining the sediment. They may also be used to divert water flow to protected
outlets. Silt fences need to be checked after each significant rainfall to ensure there
effectiveness. They must be maintained on a regular basis. Silt fences shall not be
installed across streams, ditches, or waterways.
AREAS OF USE:
• At toe of fill sections where sediment runoff can be stored and contained
inside the project limits.
DESIGN CRI'T'ERIA:
Material With Without Wire
Fabric Type 3 Class A Type 3 Class B
Steel posts length 5 ft 5 ft.
Post spacing 10 ft. 6 ft. maximum
17 March, 1992
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ROCK SILT SCREEN:
3
A rock silt screen is a low-level dam structure to be used in streams below culvert
sites. Rock::.silt screen-Aall be used to trap sediment transported ii
.•- .,.,. •, 3t-iun7ung*ater;
and shall be placed in the streain below the construction site within tiie light-of-
= waYy ',or easement boundary:" " + i
The rock silt screen utilizes class B stone lined with ##5
pr #37 stone to produce a ripple-effect in the stream to settle the larger sediment
particles transported in the stream from the construction site. The trapped sediment
shall be cleaned out before the device is removed from the stream.-- - -
AREAS OF USE:
• In live streams below construction sites where construction occurs in or
adjacent to the stream.
• In live streams below a culvert construction site.
• Where it can be cleaned before it is removed from stream.
DESIGN CRITERIA:
• Structural stone - class B stone
• Sediment control stone - # 5 or # 57 stone
• Dam height - 1.5 ft. minimum and 3 ft. maximum (shall not be higher than
1 ft. above normal flow of stream)

VI-24 March, 1993
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TEMPORARY ROCK SEDIMENT DAM TYPE-B;
CF)
A temporary rock sediment dam type-B is a small dam structure with a weir outlet
and a built-in sediment basin. Type-B temporary rock sediment dams shall be used
in drainage ditches to detain sediment-laden runoff and to trap sediment to protect
receiving streams and adjacent property. The type-B temporary rock sediment
dams utilize class-B stone lined with #5 or #57 stone in conjunction with a built in }
basin to trap sediment. They shall not be used in live streams.
AREAS OF USE:
At outlets of temporary diversions, tem or
temporary slope drains. P az'Y silt ditches, channels, and
• In locations where the dam can be cleaned and maintained on a regular
basis.
• In locations where runoff is exiting the construction site.
• In small natural drainage turnouts.
DESIGN CRITERIA.
DRAINAGE AREA MINIMUM WEIR LENGTH
acres
1 4.0
2 6.0
3 8.0
4 10.0
5 12.0
• Storage capacity - 1800 cubic ft./ acre to be cleaned out when half full
(approximately 3-4 times a year).
• Side slopes - 2 :1 (or flatter).
Structural stone - class B stone.
• Sediment control stone - #5 or #57 stone.
Length of apron - approximately height of dam.
31 March, 1992

TEWORARY RUCK SH T CHECK TYPE-B:
.
A temporary rock silt ll check type-B (also called. check dam) is a small-with
weir used to reduce gu ying in drainage ditches that are t dam"
Permanently stabilized at a later date These ° be filled or
the flow velocity and are generally made of clas- s°ok silt checks help reduce
during construction where the ne• They are used in ditches
grade meets and/or.exceeds 3%.
AREAS OF USE:
• In channels, roadside ditch outlets tem
diversions, . Porary silt ditches, and temporary
• In conjunction with type-13 silt basins,
DESIGN CRrrFJUA:
• Center of rock silt check shall be at least 1 foot lower
(top of channel sides) than the outer edges
• The spacing (ft.) = (3 / % of ditch grade) X 100 ft.
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PIPE DATA SR 1379, Arvil Gosnell Rd.
County:
Madison WORK ORDER :
STATION PRESENT
SIZE PROPOSED
SIZE NOTES
10+17 1811CMP Cross Pipe, Other End Across Main Road
10+41 40'x12"CMP 40'x18"CMP Driveway Pipe
14+18 25'x18"CMP Cross Pipe
18+37 25'x36"CMP Cross Pipe
20+43 35'x36"CMP Cross Pipe
20+79 30'x15"CMP 30'x18"CMP Cross Pipe
23+52 25'x36"CMP 30'x36"CMP Cross Pipe
24+33 4"CVC - Drain Pipe
26+00 30'x18"CMP Cross Pipe
28+68 22'x30"CMP Driveway Pipe
28+98 30'x15"CMP 30'x18"CMP Rep. Cross Pipe
32+38 30'x30"CMP EXT. /oi Entend Cross Pipe
34+18 30"CMP Creek Pipe, That Goes Through Project xo a?
34+22 20'x18"CMP Driveway Pipe
35+30 15"CMP 18"CMP Replace Cross Pipe, That Connects to Creek Pipe

WOODS
GARY c inune EALEY I
D8. 113 P. 35 3'STREAM
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110'
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I I 09. 71 P. 49
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D8. 71 P. 49

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DO. 157 P. 330
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