20040371 Ver 1_Complete File_20040311

© Q? Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
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b Alan W. Klimek, P.E. Director

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Division of Water Quality
DWQ Project No.: 0,41493 County:
Applicant: NCDOT
Project Name: -!!?R 1114 ii4AzL?
Date of Issuance of 401 Water Quality Certification:
/7 c°K-d e(--5 a v?--
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer
Rules, and any subsequent modifications, the applicant is required to return this certificate to the
401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC,
27699-1650. This form may be returned to DWQ by the applicant, the applicant's authorized agent, or the
project engineer. It is not necessary to send certificates from all of these.
Applicant's Certification
I, Joel B. Setzer, P.E., hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance and intent oft 401 Wate Quality Certification and Buffer Rules, the approved plans and
specifications, and of i t
Signature: Date: r (?
Agent's Certific on
I, hereby state that, to the best of my.abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be
built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature: Date:
If this project was designed by a Certified Professional
I, , as a duly registered Professional (i.e.,
Engineer, Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to
observe (periodically, weekly, full time) the construction of the project, for the Permitee hereby state that,
to the best of my abilities, due care and diligence was used in the observation of the construction such that
the construction was observed to be built within substantial compliance and intent of the 401 Water
Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting
materials.
Signature
Registration No.
Date:

North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), hftp://h2o.enr.state.nd.us/ncwetiands/
,. .. , OF \N A ??R
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Coleen H. Sullins, Deputy Director
Division of Water Quality
April 28, 2004
Henderson County
DWQ Project No. 040371
SR 1114B (Pinnacle Mountain Road)
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. R. G. Watson, P.E.
Division Engineer
N C Department of Transportation
253 Webster Road
Sylva, North Carolina 28779
Dear Mr. Watson:
WETLANDS / 401 GROUP
MAY 0 4 2004
MATER QUALITY SECTION
You have our approval, in accordance with the attached conditions and those listed below, to incur the following
impacts in order to improve NCSR 1114B (Pinnacle Mountain Road) in Henderson County:
• 120 linear feet of new piping impacts to four (4) unnamed tributaries to Cabin Creek (120 linear feet of new pipe); .
• 30 linear feet of existing pipe removal and stream bank stabilization at Sta. 71+70; and
• 290 linear feet of wet ditch relocation between Stations 84+35 and 87+25.
The project must be constructed in accordance with your application dated March 8, 2004 (received March 11, 2004),
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 No.
3399 and 3404 corresponding to the U.S. Army Corps of Engineers Nationwide Permit Numbers 13 and 14. 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 approval
will expire with the accompanying 404 Permit unless otherwise specified in the Water Quality Certification.
This approval is valid solely for the purpose and design described in your application (unless modified below). Should
your project change, you must notify the 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 of total impacts
to streams (now or in the future) exceed 150 linear feet, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h) (6) and (7). For this approval to 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
water 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.
2090 U.S. Highway 70, Swannanoa, N.C. 28778 Telephone: [phone] Fax: [phone] Customer Service: 1-877/623-6748

Mr. R. G. Watson, P.E.
April 28, 2004
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. Any reclamation measures and implementation must comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act.
2. No wastes, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of
the impacts depicted in the Preconstruction Notice Application. All construction activities, including the design,
installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be
performed so that no violations of state water quality standards, statutes, or rules occur.
3. Sediment. and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall
be removed and the natural grade restored within six months of the date that the Division of Land Resources has
released the project.
4. In stream work and land disturbance within the 25-foot wide buffer zone are prohibited during the trout-spawning
season of October 15 through April 15 to protect the egg and fry stages of trout from sedimentation. NCDOT shall
comply with any conditions or moratoriums requested by the NC Wildlife Resources Commission.
5. NCDOT must submit a plan for written DWQ approval to address any head cutting or associated stream bank or
riparian area that becomes unstable, should it occur, resulting from this project. Any repair designs must be
submitted to and receive written approval from the NCDWQ before the repair work is performed.
6. NCDOT is encouraged to use onsite vegetation and materials for streambank stabilization when practicable.
7. Riparian vegetation must be reestablished within the construction limits of the project by the end of the growing
season following completion of construction.
8. Stormwater should be directed to vegetated buffer areas, grass lined ditches or other means appropriate to the site
for the purpose of pre-treating stormwater runoff, and must not be routed directly into streams. Mowing of
existing vegetated buffers is strongly discouraged, so that they may be utilized for stormwater sheet flow.
9. Where fish passage is present or where significant aquatic life may be present upstream (and where practicable),
culverts should be oversized and buried to prevent perched culverts. If oversized piping cannot restore aquatic life
passage by reconnecting the stream ecosystem, riprap installation should be accomplished in a manner to provide
or restore water channels downstream to help facilitate aquatic life movement.
10. Where practicable, culverts that are less than 48-inch in diameter should be buried to a depth equal to or greater
than 20% of their size to allow for aquatic life passage. Culverts that are 48-inch in diameter or larger should be
buried at least 12 inches below the stream bottom to allow natural stream bottom material to become established in
the culvert following installation and to provide aquatic life passage during periods of low flow. These
measurements must be based on natural thalweg depths. This may require increasing the size of the culvert to
meet flow conveyance requirements. If any of the existing pipes are perched, they shall be removed and replaced,
and re-installed correctly, unless demonstrated that this is topographically unfeasible. All waters must flow
through without freefalling or damming on either end of the culverts during low flow conditions, to maintain
aquatic life and/or fish passage.
11. The dimension, pattern and profile of the stream, above and below the crossing, should not be modified by
widening the stream channel or reducing the stream depth. Disturbed floodplains and streams should be restored
to natural geomorphic conditions.
12. Removal of vegetation and grading and backfilling at the stream crossing and adjacent to streams should be
minimized. Native trees and shrubs (e.g., rhododendron, dog hobble, willows, alders, sycamores, dogwoods, black
walnut and red maple) should be planted along the stream bank to reestablish the riparian zone and to provide
long- term erosion control and cover for fish and wildlife in the vicinity of the road crossings and along the
streams within the dedicated rights of way. Backfill materials should be obtained from upland sites.
13. Any riprap used must not interfere with aquatic life passage during low flow conditions. Riprap placed for bank
stabilization should be limited to the stream bank below the high water mark and vegetation should be used for
stabilization above the high water elevation.
14. If concrete is used, work must be accomplished so the wet concrete does not contact the stream water. This will
lessen the chance of altering the stream's water chemistry and causing a fish kill.
15. Heavy equipment must be operated from the banks rather than. in the stream channel in order to minimize
sedimentation and reduce the likelihood of introducing other pollutants into the stream.
A,
Mr. R. G. Watson, P.E.
April 28, 2004
Page Three
16. All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent
contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
17. The presence of equipment in the channels must be minimized. Under no circumstances must rock, sand or other
materials be dredged from the wetted stream channel under authorization of this permit, except in the immediate
vicinity of the culverts.
18. Discharging hydro-seed mixtures and washing out hydro-seeders and other equipment in or adjacent to surface
waters is strictly prohibited.
19. All work shall be performed during low flow conditions.
20. Upon completion of the project, the NCDOT shall complete and return the enclosed "Certificate of Completion"
form to notify NCDWQ when all work included in the §401 Certification has been completed. The responsible
party shall complete the attached form and return it to the 401/Wetlands Unit of the NC Division of Water Quality
upon completion of the project NCDOT is strongly advised to send in photographs upstream and downstream of
each structure to document correct installation.
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,
°? W,;,.? 2. -?-r--
-Alan W. Klimek, P.E.
Attachment
cc: Wilmington District Corps of Engineers
Mark Davis, Division 14, DEO
Steve Lund, USACE Asheville Field Office
Wetlands/401 Unit
Mike Parker, NCDWQ Asheville Regional Office
.41

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
044371
March 8, 2004
Mr. John Hendrix, NCDOT Regulatory Project Manager
U.S. Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-2714
LYNDO TIPPETT
SECRETARY
N?? r
kAR )00
Subject: Nationwide 14 Permit Application
SR 1114B - Pinnacle Mtn. Road
Henderson County
State Project No. 5.9723 (DWQ Major Permit Fee $475)
Dear Mr. Hendrix:
The North Carolina Department of Transportation (NCDOT) is proposing to widen, grade, and
pave SR 111413, Pinnacle Mtn. Road, in Henderson County. This proposal entails widening and
paving the existing gravel road to a standard 20-foot roadway. The proposed improvements of
SR 1114B 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 2004-paving season.
I am sending a straight-line diagram with the proposed erosion control and construction limits
along this project. In addition, I am sending a typical section of the road, cross sections,
drawings for pipe culvert replacements and the design of a roadside stream (wet ditch) relocation
as well as a marked county map and USGS quad map. We propose to install the new culverts
slightly below the existing streambed elevations where bedrock is not encountered to minimize
impacts to aquatic habitats and allow the existing stream gradients to remain as unchanged as
physically possible. The stream relocation will be built according to the attached typical section.
No threatened or endangered species or cultural or historic properties are known to be present in
i;
ri
or near the project area; therefore, no significant impacts are anticipated from project
construction.
The best management practices will be used to minimize and control sedimentation and erosion
on this project. The construction foreman will review all erosion control measures daily to
ensure sedimentation and erosion is being effectively controlled. If the planned devices are not
functioning as intended, they will be immediately replaced with better devices. The rock silt
screens and other erosion control devices will be in place prior to pipe culvert construction and
will remain in place until the project is stabilized.
Impacts to Waters of the United States
In order to construct the project in accordance with our current secondary road standards, it will
be necessary to impact waters of the United States in the Broad River Basin. Specifically,
NCDOT is requesting to extend/replace five metal culverts in unnamed tributaries to the Cabin
Creek. Listed below is a summary of the proposed impacts.
Site No. Existing Proposed Net Impacts
Station Condition Condition
Site 1 35' x 18" CMP 55' x 18" CMP 20' extension
59+00
Site 2 Natural Stream 80' x 36" CMP 80' new location
71+70
Site 3 30' x 36" CMP Natural Stream -30' removal
71+70
Site 4 20' x 18" CMP 40' x 18" CMP 20' extension
80+10
Site 5 35' x 36" CMP 55'x 36" CMP 20'extension
84+35
Site 6 40'x 24" CMP 60' x 24" CMP 10' extension
87+25
Site #7 290' stream 290' relocated 290' Roadside stream
84+35- bed roadside stream relocation
87+25 1' stream 1 %2' stream
77+00- Trout Buffer
87+40 Variance will
be re uested
41U linear feet to tat
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 Mrs. Marla
Chambers, Mountain Region Coordinator, of the North Carolina Wildlife Resources Commission
(NCWRC) to comment directly to you concerning the 404 Nationwide Permit request.
i# t'
Also, by copy of this letter, I am requesting authorization under Section 401 of the Clean Water
Act from the North Carolina Department of Environment and Natural Resources (DENR),
Division of Water Quality (DWQ). In addition, I am asking Mrs. Chambers and Mr. Ed Ingle,
(NCDOT) to comment directly to me concerning this permit request. After receiving this
comments I will apply for a Trout Buffer Zone Variance.
If you have any questions or need additional information, please contact me at [phone].
Your early review and consideration will be greatly appreciated.
Sincerely,
P * 1 -1.
Mark T. Gibbs, P.E.
District Engineer
cc: Mr. John Dorney, DWQ, DENR (seven copies)
Mrs. Marla Chambers, Mountain Region Coordinator, NCWRC
Mr. R.G. Watson, P.E., Division Engineer, NCDOT
Mr. Mark Davis, Division Environmental Officer, NCDOT
Mr. E. L. Ingle, Roadside Environmental Field Operations Engineer, NCDOT
Mr. Mike Parker, DWQ, NCDOT Coordinator
Mr. Steve Cannon, Henderson County Maintenance Engineer
?to
Office Use Only:
USACE Action ID No.
040371
DWQ No.
Form Version October 2001
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NW 14, NW 27
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: North Carolina Department of Transportation
Mailing Address: 4142 Ha Mood Rd.
Horse Shoe NC 28742
Telephone Number: 828-891-7911 Fax Number: 828-891-5026
E-mail Address: NA
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Mark T. Gibbs P.E.
Company Affiliation: District Engineer
Mailing Address: 4142 Ha ood Rd.
Horse Shoe NC 28742
Telephone Number: 828-891-7911 Fax Number: 828-891-7911
E-mail Address: m ig bbsPdot state nc us
Page 1 of 10
•
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: Pinnacle Mtn. Rd.
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): see attachments
4. Location
County: Henderson Nearest Town: Flat Rock
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Begin at the intersection of SR
1115 and SR 1114 and continue in a westerly direction for a total distance of 14,130 feet to
the end of project
5. Site coordinates, if available (UTM or Lat/Long): 35 14.08N / 82 01.38W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application: Rural
Road
7. Property size (acres): 14 130 * 50'.= 16.22 acres (Length of project x ROW width)
8. Nearest body of water (stream/river/sound/ocean/lake): Cabin Creek Trib. to Green River,
BRD03 DWO C Tr
9. River Basin: Broad
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/inaps/.)
Page 2 of 10
10. Describe the purpose of the proposed work: Upade SR 1114 to minimum standards for a
NCDOT maintained road
11. List the type of equipment to be used to construct the project: Widen and pave SR
1114 using hydraulic excavators back hoes bulldozers dump trucks, motor graders, and
various hand tools.
12. Describe the land use in the vicinity of this project: Rural residential
IV. Prior Project History
if jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
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:
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 3 of 10
1. Wetland Impacts: N/A
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

I:-:,-A . o A, :?n.l nlaari a aradina fill
* List each impact separately and identity temporary impacts. impacts uicjuuc, VUL aw uv1 ?..,?.??., u...? - -•-•a+ - a+
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** . 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htto'//www.fema.sov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on ma (linear feet) Before Impact (please secify)

1. Sta. 59+00 CMP
Replacement
20'
UT to Cabin Cr.
1'
Perennial
71+70
Sta
2 CMP 8 ew UT to Cabin Cr. 1' Perennial
.
. Placement Location
3. Sta. 71+70 CMP
Removal -30'
Removal UT to Cabin Cr. 1' Perennial

80+10
Sta
4 CMP 20' UT to Cabin Cr. Intermittent
.
. Replacement

84+35
Sta
5 CMP 20' UT to Cabin Cr. Perennial
.
. Replacement

87+25
Sta
6 CMP 10' UT to Cabin Cr. Intermittent
.
. Replacement
7. Sta. 84+35 - Roadside Stream 290' UT to Cabin Cr. Intermittent
87+25 Relocation
- -------------
i__?_ t--a '_
,.a 1:...:tot f?• r..1
-t anal nccnn.iatP..d rin-rat).
x List each impact separately and identity temporary impacts. impact uic)uuc, UUL aLv 1-1 ??••-••- ---- ---_______ -
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
Page 4 of 10
www.usQs.JZov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www nial2guest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 410'
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.: N/A
e of Waterbody
T
Open Water Impact
Site Number
dicate on ma
i Type of impact* Area of
Impact
(acres) Name of Waterbo
(if applicable) dy yp
(lake, pond, estuary, sound,
bay, ocean, etcs
(
n

rtt .: A-A nines
* List each impact separately and identify temporary impacts. Impacts include, but are not umtteu to: x,11, excava?.on, ..... •..b,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
NCDOT is proposing to install the minimum amount of metal culverts required to obtain a
standard secondary road typical Pipes will be installed below the stream bed to prevent perching
and allow for aquatic passage.
Page 5 of 10
Proper erosion control measures will be installed and maintained throughout the life of the
project.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o,.enr.state.ne..us/ncwetlands/strm.gide.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.
At site #3 a 30' section of pipe will be removed from the stream and replaced at a different
Section of stream The section of stream from which the pipe is removed will be restored to
the natural condition of the strem.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
Page 6 of 10
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at htti):Hh2o.enr.state.nc.us/mu/index.htni. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet):30'
Amount of buffer mitigation requested (square feet):N/A
Amount of Riparian wetland mitigation requested (acres):N/A
Amount of Non-riparian wetland mitigation requested (acres):N/A
Amount of Coastal wetland mitigation requested (acres):N/A
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify N/AV
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Page 7 of 10
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
N/A
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
The existing compacted gravel roadway acts as an impervious surface. Paving of the roadway
should eliminate sedimentation from fines associated with gravel surface treatment. The
roadway surface will be proximately 40% of the right-of-way area. Stormwater will be
diverted through settling basins or grass lined buffers prior to entering streams. (See erosion
control plan)
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes ? No
Page 8 of 10
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Page 9 of 10

31¢
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 10 of 10

NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHINVAYS
SECONDARY ROAD SURVEY
SUBJECT SR W44 (FIN NACLe M-f l,,l -RD.)
LOCATION BEGIN ZN ir?-E?SELTIoN OF S1Z 1115 ANT) SR M9 A.M UvrvilNUC IN
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OT
WORK TYPE
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RIGHT OF WAY SOS
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PROPOSED
IMPROVEMENT
FOR PAVING
SR..r.??
HENDERSON COUNTY
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POLE DATA MM 61-03447
-------- Sheet---1 ----- of ?---
'ROJECT$F,IL1_qy?J.1`_8?LE_C1"CLP?IOUNTY _14v-&-) P. ki -----------
)WNER OF POLE LINE __-__-__. ___

PO11s COST. FROM CENTER
PRCtRHT ROAD COST. FROM CLHT[R
PROJECT COST. CENTER PROJECT
AFTCR MOVING
REMARK6
STATION
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PIPE SCHEDULE
PROJECT: , III COUNTY: H_ A E f2SD? S: EE t Of
STATION EXISTING PROPOSED REMARKS
DIETER (ENGTN SKEW OL41ETER LENGTH SK-"W
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The right of way is measured
i ,,2D ft. -on the _nIOPT'd side of the
center line of said proposed road from a point 5 ft. EAST• of the
ZOOTH EAST comer of the NOV SE to a point 5 ft. W ES 1-
of the Sou-ri-iWasT corner of said _ J-/Oysr SZ 1-20 -? SZ f- (o
K}e?(e>e$eac?ac7jx
The right of way is measured ft. on the SotT a side of the
center line of said proposed road from a point 5 ft.. Eft ST of the
NO-RI-0 EAST comer of the 67ARA*C-7 to a point 5 ft. 1.,J EST
of the NoRT}-b, j corner of said -R AC7,E EL?+ L az 8 8
The right of way is measured ft. on the side of the
center line of said proposed road from a point 5 ft, of the
of the
corner of said
to a point 5 ,ft.
The light of way- is measured ft. on the
center line of said proposed road from a point 5 ft.
of the
corner of said
to a point 5 ft.
side of the
of the
side of the
of the
The right of way is measured ft. on the
center lute of said proposed road from a point 5 ft.
corner of the
corner of the
corner of the
to a point 5 R.
of the corner of said
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