20020247 Ver 1_Complete File_20020218

Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
DWQ Project No.: 0 D-0 Ig{ 7 County: 1dF2 s?-y AJ
Applicant: N, C-
Project Name: H
Date of Issuance of
1 Water Quality Certification: i0-1_ - i `I - O
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer
Rules, and 9ny 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, COWALO a. be4pVN , 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 an intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans sp 6c , and other supporting materials.
Signature: Date:
Agent's Certification
I, , hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature: 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
a 7 200
;l b" sL ;
`n
,INCDEhlt
Division of Water Quality. 1650 Mail Service Center Raleigh, NC 27699-1650
Wetlands/401 Unit: [phone]
Fax: [phone]
tOP w H t F9 p rwrcr raer r. rasrey, uovernor
William G. Ross Jr., Secretary
\? G North Carolina Department of Environment and Natural Resources
? (W r Gregory J. Thorpe, Ph.D.
> Acting Director
5 ? Division of Water Quality
May 21, 2002
Henderson County
DWQ Project No. 020247
SR 1605A (High Fails Road)
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. E.A. Green, P.E., District Engineer
NCDOT Division 14, District 1
4142 Haywood Road
Horseshoe, NC 28742
Dear Mr. Green:
You have our approval, in accordance with the attached conditions and those listed below, to perform
425 linear feet of stream stabilization to an unnamed tributary of Toms Fork Creek in order to
upgrade SR 1605A (High Falls Road) in Henderson County. The project should be constructed in
accordance with your application dated February 14, 2002 and additional information received April
15 and May 7, 2002. After reviewing your application, we have decided that this fill is covered by
General Water Quality Certification No. 3375 corresponding to the U.S. Army Corps of Engineers
Nationwide Permit Number 14. In addition, you should acquire any other federal, state or local
permits before you proceed with your project including (but, not limited to) Sediment and Erosion
Control, Non-Discharge and Water Supply Watershed regulations. This approval will expire with the
accompanying §404 permit unless otherwise specified in the Water Quality Certification.
This approval is only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify us in writing, and you may be required
to send us 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 conditions. If total
wetland fills for this project (now or in the future) exceed one acre, or if stream impacts 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. NCDOT shall use Best Management Practices for the Protection of Surface Waters (NCDOT
March 1997) and Sedimentation and Erosion Control Guidelines for Sensitive Watersheds (15A
NCAC 4B .0024) must be implemented prior to any ground-disturbing activities to minimize
impacts to downstream aquatic resources. Temporary or permanent herbaceous vegetation shall
be planted on all bare soil within 10 days of ground-disturbing activities to provide long term
erosion control.
2. 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, or other conditions as determined by the
North Carolina Wildlife Resources Commission, to protect the egg and fry stages of trout from
sedimentation during construction. NCDWQ recognizes the variance to work in the Trout Water
Buffer Zone in the location of Sta. 11+50 to Sta. 12+50 (right side) if granted by NCWRC.
3. Native vegetation shall remain on the stream bank opposite the road construction.
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), http://h2o.enr.state.nc.us/ncwetiands/
4. Storm water; to the extent practicable, shall be directed to buffer areas or retention basins and not
routed directly to streams.
5. All culverts required for this project shall be installed in such a manner that the original stream
profiles are not altered (i.e. the depth of the channel must not be reduced by a widening of the
streambed). Existing stream dimensions are to be maintained above and below locations of
culvert extensions.
6. All work shall be performed during low flow conditions.
7. 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.
8. The presence of equipment in the channels must be minimized. Under no circumstances shall
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.
9. Riparian vegetation must be reestablished within the construction limits of the project by the end
of the growing season following completion of construction.
10. Use of rip-rap for bank stabilization is to be minimized; rather, native vegetation is to be planted
when practical. If necessary, rip-rap must be limited to the stream bank below the high water
mark, and vegetation must be used for stabilization above high water.
11. Existing vegetated buffers shall not be mowed in order to utilize it for storm water sheet flow.
12. 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.
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 that 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 Ms. Cynthia Van Der Wiele at 919-733-9646
or Mr. Mike Parker of the Asheville Regional Office at 828.251.6208.
WDirrect ti
Attachment
Pc: Wilmington District Corps of Engineers
John Hendrix, USACE Asheville Field Office
Mike Parker, NCDWQ Asheville Regional Office
Central Files
File Copy
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name NCSOT- SR 1605A 0%,ftP*r
Project Number 02 0247 FILL GU
Recvd From DOT
Received Date 2/18/02 Recvd By Region
Project Type
County Henderson
County2
Region Asheville
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class
. Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
14 F__ PT -@)N F- 9-14-1-3 FC TR 30,801. F_-F-425.00
Mitigation Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? O Y (ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? O Y O N Recommendation: O Issue OQ Issue/COnd O Deny
Provided by Region: Latitude (ddmmss) 352858 Longitude (ddmmss) 821820
Comments:
cc: Regional Office
Central-Office Page Number 1
State of North Carolina
Department of Environment
and Natural Resources FILE COPY
Asheville Regional Office
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
WATER QUALITY SECTION
March 13, 2002
Mr. E. A. Green, P
District Engineer
N.C. Department of
4142 Haywood Road
Horse Shoe, North
E.
Transportation
Carolina 28742
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Additional Information Request
NCSR 1605A
DWQ Project No. WQ02-0247
Henderson County
Mr. Green:
I have reviewed the 401 Certification Application submitted for
the road widening and paving project for NCSR 1605A in Henderson
County. Based on my review it has been determined that insufficient
information has been provided in order for the Division to complete the
review. It is requested that the following information be provided so
the we can complete our review of your application:
Please provide site details for the 425-foot stream stabilization
of Toms Fork, following the Division of Water Quality's "Internal
Technical Guide for Stream Work in North Carolina". Please note
that "hard" engineering techniques using concrete, riprap, etc.
are not considered enhancement or restoration of streams. "Soft"
engineering methods using natural materials including root wads,
rock vanes, tree revetments, step pools etc. are the preferred
methods of stream stabilization.
Until the information requested above is received and approved, I
am requesting (by copy of this letter) that the Corps of Engineers
place this project on hold. Also, this project will be placed on hold
for our processing due to incomplete information (15A NCAC 2H
.0507(h)).
Mr. E. A. Green
March 13, 2002
Page Two
Thank you for your attention;. to this matter.
questions, please call me at 828-251-6208.
Sincerely,
Michael R. Parker
Environmental Specialist
xc: Mark Davis, DOT
Corps of Engineers-Asheville
Cynthia Van Der Wiele
If you have
020247
P.MSUED
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Michael F. Easley
GOVERNOR
F I L E guft'uo" Fyruary 14, 2002
Mr. John Hendricks
U. S. Army Corps of Engineers
151 Patton Avenue
Room 143
Asheville, NC 28801
SUBJECT: Proposed Secondary Road Construction
SR 1605A, High Falls Road
Henderson County
State Project No. 6.952147T (DWQ Major Permit Fee $475)
Dear Mr. Hendricks,
Lyndo Tippett
Secretary

Attached are erosion control plans, an application form for a Nationwide Permit, and a county
map section locating SR 1605A, High Falls Road, in Henderson County. SR 1605A is a gravel
road that we propose to clear, grub, grade, replace/extend pipes, and pave for a distance of 0.86
miles. Grading will be moderate to heavy.
We are requesting permission to replace and extend pipes in live streams as noted on plans and
the attached pipe schedule. Pipes will be replaced using our standard method of pipe installation
described in the erosion control plans. NCDOT " Best Management Practices for Protection of
Surface Waters" and proper phasing of erosion control items will be used to minimize and
control sedimentation and erosion.
By copy of this letter to Mr. Richard Phillips, P. E., (DENR) we are requesting a variance to
work in the Trout Water Buffer Zone at locations, described as follows:
Stream Station Range
UT to Toms Fork Creek 11+50 - 12+50
Location
Rt.
Please note that we do not proposed to disturb fill slopes in these locations with the exception of
pipe placement/replacement as indicated on the attached erosion control plans. We are
requesting Mr. Phillips approve our request for said variance when he receives the required
Division 14, District 1
Phone: [phone] Haywood Road, Horse Shoe, NC 28742 Fax: [phone]
John Hendricks
Page 2
February 14, 2002
Also by copy of this letter, authorization to proceed under section 401 of the Clean Water Act is
being requested from Mr. John Dorney, Division of Water Quality.
By copy of this letter, we are asking Mr. Owen Anderson, N. C. Wildlife Resources Commission,
to comment to the Corps of Engineers concerning the Nationwide Permit request and Mr.
Phillips, DENR, concerning the trout water buffer zone variance. Upon review of the Corps of
Engineers we are requesting that Mr. Anderson forward a copy to us (NCDOT) as well.
By copy of this letter, we are also asking Mr. Ed Ingle, Area Roadside Environmental Engineer
(NCDOT), to comment directly to us on the above project.
Your earliest consideration for this request would be appreciated. If any further information is
needed, please contact me or Mr. S. L. Cannon, Assistant District Engineer, at [phone].
Sincere ours,
E. A Green, P. E.
District Engineer
EAG/SLC
attachment
cc: Mr. Richard Phillips, P. E., NCDENR
Mr. John Dorney, DWQ
Mr. Owen Anderson, Western Mountain Region Coordinator, NCWRC
Mr. E. L. Ingle, Area Roadside Environmental Engineer, NCDOT
Mr. Mark Davis, Division Environmental Officer, NCDOT
Mr. M T. Gibbs, P. E., County Maintenance Engineer, NCDOT
Office Use Only: Form Version October 2001
No. DWQ No. 020247
USAGE Action ID
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: North Carolina Department of Transportation
Mailing Address: 4142 Ha ood Rd
Horse Shoe NC 28742
Telephone Number: [phone] Fax Number: [phone]
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: Edward A. Green P.E.
Company Affiliation: District Engineer
Mailing Address: 4142 Ha wood Rd
Horse Shoe NC 28742
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: egreen(o_)dot state nc us
Page 5 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 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: High Falls Rd (SR 1605A)
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): see attachments
4. Location
County: Henderson Nearest Town: Bat Cave
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Begin at the end of pavement on
SR 1605 and continue in an easterly direction for a total distance of 4,535 feet to the end of
project at the dead end.
5. Site coordinates, if available (UTM or Lat/Long): 35N 28' 58" / 82W 18' 20"
(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
7. Property size (acres): 4,535' *50'=5.21 acres
8. Nearest body of water (stream/river/sound/ocean/lake): Toms Fork Creek
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 blln:llh2o.enr.state.ne.us/admin/maPs -)
Page 6 of 12
10. Describe the purpose of the proposed work: Upgrade SR 1605A 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 1605A
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.
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.
Wetland Impacts
Page 7 of 12
Wetland Impact
Site Number
(indicate on ma)
N/A
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
(linear feet)
Type of Wetland***

_,._,_ L..« .. ,.« 1:«.:«ert 4n• - 1)1 i7Pri etPar,n4 gradinn_ fill-
* List each impact separately and identity temporary impacts. Impacts tuc,uuc, uu. al c ..V. __,•_., .. - - -- o --
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.eov.
*** 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
1. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number

indicate on ma)
1
Type of Impact*

Stabilization Length of
Impact

linear feet
425'
Stream Name**

UT to Toms Fork Creek Average Width
of Stream
Before Impact

2' Perennial or
Intermittent?
lease
specify).
Perennial

__?_ v... _ . ,:.Y:«,..1 « .,l..e .-r.• ?..A o Tint-l rin_ran
* List each impact separately and identity temporary impacts. Impacts utcluuc, but a.c uv. _._it. C. Go .- ••r -°r1
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
www.us)zs.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.coni,
www.manguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 425'
Page 8 of 12
2. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on ma)
N/A
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

Inc .. u?_ L..« « 1:..,:«vA «.,• f,11 ArPnvntinn rlrerloino_
List each impact separately and identity temporary lmpacis. impacts c ?uc, ?u? ?•
flooding, drainage, bulkheads, etc.
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 ponce,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/
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.
See attachments
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.
Page 9 of 12
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://l,12o.enr.state.nc.us/ncwetlands/stn-ngide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at hllp:Hh2o.enr.state.nc.us/M/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
Page 10 of 12
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 teet perpenoicutar rrom near oan& of cuauuci, I-V«? ?.,...u? u,.
additional 20 feet from the edge of Zone 1.
Page 11 of 12
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.
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.
See erosion control plans
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.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant Agen Signature 'Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
41
i
two
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NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY
SUBJECT: SR 1605 A ( HIGH FALLS RD.)
LOCATION: BEGIN AT THE END OF PAVEMENT ON SR1605 AND CONTINUE IN AN
EASTERLY DIRECTION FOR A TOTAL DISTANCE OF 4,535 FEET TO THE END OF
PROJECT AT THE DEAD END.
WORK TYPE: GRADE, DRAIN, ABC, PAVE, EROSION CONTROL, AND FENCE RESET
WORK ORDER: 6.952176 (TEMP ) PRIORITY: 131 SUB/RES
COUNTY: HENDERSON R/W: 50'
DATE: 12/12/00 SCALE: 1" = 100"
NOTES:
50'-0'
• sveO
)YAX. SLOPE
2.1
2:1
1- 111:1
RIGHT OF WAY
201-01 . 6'4'
SHOULDER PAYEMENf I SHOULDER DfTCH
V4 /FT. ' V4'/FT.
1-PER FT. 1"PER FT.

RESIDENTIAL COLLECTOR ROAD

•S? -O%
0 --6'
I? l
STDC Op..

I

J. ALLAN CROSS JR.
1 1700 PONCE DE LEON BLVD.
CORAL GABLES, FL 33134-4417
061.1-57-6145
T.B. HILL - HEIRS
RT.2 BOX 286-A
20 HENDERSONVILLE, NC 28792
0614-66-1721
ERHEST W.OWENBY AND WIFE
O 45654 FAIRCHILD RD.
MACOUB. MI 48042
0614-67-1341
FAYE H.HARRINGTON
0 ( 4 39 RANDOLPH AVE.
?/ FLAT ROCK. NC 28731
0614-76-4551
CANA LLC-NC
0 80-2 MILE CREEK RD.
OLD LYME, CN 06371
0614-95-8916
T.R. HUNTLEY AND WIFE
757 MYRICK BRANCH RD.
PULASKI, TN 38478
0614 -86-1995
THOMAS RONALD HUNTLEY
C? 7 85 HIGH FALLS RD.
HENDERSONVILLE, NC 28792
0614-77-7282
JIMMIE HUNTLEY
S? J RR 3 BOX 395
HENDERSONVILLE, NC 28739
0614 -87-0672
WAYNE DAVIS AND J.B GILBERT
O 230 CAPPS RD.
HENDERSONVILLE, NC 28792
0614-87-4606
MICHEAL C. DUNCAN
PAULETTE S.DUNCAN
le 3020 WEATHERBY CT.
WILMINGTON. NC 28405
0614-87-3894
BRYON L. HALL
11 RR 2 BOX 288
HENDERSONVILLE, NC 28792
0614-77-9930
JEFF O. ROGERS
LAUREN ROGERS
l2 151 HIGH FALLS RD.
HENDERSONVILLE, HC 28792
0614-88-2288
JOSEPH LUHRS JR.
1357 BRIARFIELD AVE.
13 CHARLESTON, SC 29412
0614-88-4049
LLYOO BLYTHE
HAZEL M. BLYTHE
14 315 SPARROW DR.
SURFSIDE BEACH, SC 29575
0614-88-5351
-1 w
FAYE H.HARRINGTON
O 38 RANDOLPH AVE.
FLAT ROCK, NC 28731
0614-76-4551
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ERNEST W.OWENBY AND WIFE
O 45654 FAIRCHILD RD.
MACOMB. MI 48042
0614 -67 -1341
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J. ALLAN CROSS A. O
1 1700 PONCE OE LEON BLVD.
O CORAL GABLES, FL 33134-4417
0614-57-6145 0+00
BEGIN PROJECT SR1605
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SR1605 BEGIN PROJECT
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O CANA LLC-NC
5 0614-95-8916
FAYE H.HARRINGTON
qO 38 RANDOLPH AVE.
FLAT ROCK, NC 28731
0614-76-4551
17
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19+30
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T.R. HUNTLEY AND WIFE O
0614-86-1995
THOMAS RONALD HUNTLEY g?
O 85 HIGH FALLS RD. 29+00
7
HENDERSONVILLE, NC 2879
0
0614-77-7282 ? ? IB" GN1P
THOMAS RONALD HUNTLEY O
0614-77-7282
T.R. HUNTLEY AND WIFE
O 757 MYRICK BRANCH RD.
PULASKI, TN 38478
0614-86-1995
O FAYE H. HARRINGTON
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ie'cMP 0614-86-1995
3010
11 BRYON L. HALL
0614-77-9938
BRYON L. HALL
RR 2 BOX 288
11
HENDERSONVILLE, NC 2879,Ny
0614-77-9930
38-50
JIMMIE HUNTLEY
O RR 3 BOX 395
HENDERSONVILLE, NC 28739
0614-87-0672
v
G
36 00I
0 100
a
t-n
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vi
MICHEAL C. DUNCAN
PAULETTE S.DUNCAN O
3020 WEATHERBY CT. 18
WILMINGTON, NC 28405
0614-87-3894
38 00
37 80 AUTUMN VIEW DRIVE (PVT)
18 ` WAYNE DAVIS AND J.B GILBERT
THOMAS RONALD HUNTLEY
O
7
0614-77-7282
10Cn?
og 30 CAPPS RD. O
HENDERSONVILLE, NC 28792
0614-87-4606
36+00
?
133+00
O THOMAS RONALD HUNTLEY
7 0614-77-7282
T-
T.R. HUNTLEY AND WIFE n
END OF PROJECT 46+00
DEAD END A
4.6+00 END OF PROJECT
DEAD END
LLYOD BLYTHE
HAZEL M. BLYTHE
315 SPARROW DR. 14
SURFSIDE BEACH, SC 29575
0614-88-5351
JEFF D. ROGERS
LAUREN ROGERS
12 151 HIGH FALLS RD.
HENDERSONVILLE, NC 28792
0614-88-2288
R
W
R.
11 BRYON L. HALL
0614-77-9930
ly5r
?43#20
a,j JOSEPH LUHRS JR.
`Fp/ 1357 BRIARFIELD AVE.
o CHA ESTON, SC 29412
0614-88-4049
18"CMp
41+50
MICHEAL C. DUNCAN
ie• cmp
PAULETTE S.DUNCAN
40 70 0614-87-3894
0100
13 1
PL
le
PIPE SCHEDULE
PROJECT SR 1605 A COUNTY HENDERSON PAGE 1 OF 1
HIGH FALLS RD.
STATION EXISTING PROPOSED REMARKS
DIAMETER LENGTH SKEW DIAMETER LENGTH SKEW
2+25 18 40 90 CMP
7+70 18 30 90 CMP
12+60 18 40 120 CMP
14+80 18 40 120 CMP
17+00 18 30 120 CMP
19+80 18 40 120 CMP
23+80 18 40 120 CMP
26+90 18 30 90 CMP
31+00 18 30 120 CMP
37+10 18 30 90 CMP
40+90 18 30 90 CMP

Zl4-70 /$" 50' OS GMP
zs+Sn 8" so' las M?
33+40 l8 So ' 9o CA1,
?I Z-f-3D /S" Soy 90 G??P

POLE DATA
PROJECT SR 1605 A (HIGH FALLS RD.) COUNTY HENDERSON
OWNER DUKE POWER SHEET 1 OF 2
POLE DISTANCE FROM CENTERLINE
STATION NUMBER EXISTING PROJECT AFTER
MOVING
REMARKS
LT. RT. LT. RT. LT. RT.
1+40 N/A 12 12 POWER POLE
7+00 N/A 13 13 POWER POLE
9+90 N/A 15 15 POWER POLE
11+00 N/A 12 12 POWER POLE
13+20 20K 20 20 POWER POLE
16+20 N/A 25 25 POWER POLE
18+60 N/A 20 20 3 GUY WIRES
21+20 E9 10 10 POWER POLE W/3 GUYS
24+50 10 12 12 POWER POLE W/3 GUYS
38+05 25T 9 9 POWER POLE
39+90 18 18 18 POWER POLE
42+30 9 13 10 POWER POLE
45+35 15T 18 18 POWER POLE

POLE DATA
PROJECT SR 1605 A ( HIGH FALLS RD.) COUNTY HENDERSON

OWNER SO. BELL SHEET 2 OF
POLE
STATION NUMBER EXISTING
LT. RT
3+00 N/A 16
9+90 N/A 16
13+20 N/A 15
DISTANCE FROM CENTERLINE
PROJECT AFTER
MOVING REMARKS
LT. RT. LT. RT.
16 PED
16 PED
15 PED
2
(2)

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1tS1CLYMU.LN U491N V It1AlyL
DETAILS AND
SPECIFICATIONS
= Nsqrri ion Svmbol
Std,
00
666.04: f Pipe Cutlet Dissipater ........................... c
o o
/' 30.03 j Temporary Silt Ditch 00 00
o I Temporary Diversion
............................. ---
/Gos.o/ Temporary Silt Fence
1622.01 Temporary Slope Drain with Earth Berm <-- .......... -------
/63o.oi i Silt Basin Type P,
------------
_/G 30 oz Silt Basin TYPe B ........................................... ....................... Q
0
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33, o Temporary Rock Silt Check Type-B
% .... > - ------------
A 3 Temporary Rock Sediment Dam Type -A
?-?-
1!? 7?r e2 Temporary Rock Sediment Dam Type-B
-----------
_?? 35.01. Rock Pipe -Inlet Protection
............... .........
/G 3 .01 Rock Silt Screen ........................ :..:.............
1
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f
3) oG Stilling Basin _____
..........................
................... :...
Rock' Inlet Protection:
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1?32.oz Type B
03
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........................ A
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Rip Pap Class "B" ............ . oo co o
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Ditch Liner Class "A" x v. x
X Y x
Note: Tyke B Silt &:sins will be used in ccnjurr-tim 4;ith b
7r_-Tfrrzry Prrk Silt Crr? k -
lure b LC1less oUrywise Sx_cified.
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II II II
NORTH CAROLINA GUIDE FOR RIP RAP AT PIPE OUTLETS
DEPT. OF TRANSPORTATION
DIVISION OF HIGHJAYS
FIAi_E NH . N.C.
N
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TEMPORARY SILT DI1'c11:
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. T_e_mporar-v silt ditches are approximately 1
ft. deep, 2:1 side slopeswith ,JD optional earth bern_1.
ALAS 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.
VI-2 March, 1993
. 1

L-
STATE OF
NORTH CAROLINA
DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
RALEIGH, N.C.
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TEMPORARY SILT DITCH- o
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-TEMPORARY SiLr FLNCL:
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 CRITERIA:
Material With Wire 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
VT-6 March, 1993

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? ? DEPT. OF. TRAhlSPORTl1TIOfi
o DIVISION OF tiIGH'?lA`(S

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A silt basin type-13 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 Ienath being at
least 2 times the width of the basin. The type-$ silt basin is generally built in
-=junction with temporaryrock silt checks and other devices that control or slotiv
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 check and other devices used in
drainage ditches.
D?sIGN CR-T -itt-zT k:
e See Silt Basin Sizes Typical.
23 March, 1992

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ROOF; SILT SCREEN:

A rock silt screen is a low-level dam structure to be used in streams below culvert
sites. Rock silt screens shall be used to trap sediment transported by running water
and shall be placed in the stream below the construction site within the right-of-
way or easement boundary. The rock silt screen utilizes class B stone lined with 45
or r57 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)
V1.2.1 M;irch, 1993
s ,: I,
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CEPT. OF TRANSPORTATION
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DEPT. OF TRANSPORTATION DRAINAG E DITCHES WITH CLASS 'B' RIP RAP ? °
DIVISION OF HIGHWAYS
RALEIGH, N.C. , co
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nlIl' 1i??z III I':r'Cita, ?.? '? f'-, ?-srl; .>t` I r•;, r: `! ? ,li?l?: Wit`''! t!!I':' lr :,•ot•-?+?+_••1 '{ ! ??s! i,i.? ?r 1'1,11'
• I ' -ll;t h.i.?:r, ? .. :i'_. ::1 : -11.s.... it .. ? ; i.. • .. _..,_• t 1 . \ ,.:i. _ .. .
LiCil in plit :. i1i a :il? 17l't)' li:<it iilli ?L!tr.] Ui!-, l\'3;11 iii 0: W.tf
tl._ r. .'.t"t?!:};.:I? _ ?!l?f°.!•. t't!? .!? ?i:!?I;?L1- 1'?Ll?Oi'ciil'? :t_el \t;3L nor L•? 1?:3-irdr.=a.
l i ?i0:1'' sl'a l i11c.t Isl•. dl? I)r t\ 1l t0 iy _ t?t' l? Il"'rn ',1'. `h.'' ?e nc _Ue?it!'. ?_1'aiiailnr; 1?z 1•,-, I s
i)US S1Z:S Of tl?- sill slhal, he ecluall\' C;i_t;bu kc thc- r.:Cluu;;c'. size iii, J;Z,: 0" a;:
L1Ci1'.'iilLi;?l stones mlvlicl,? will be C1ctc;ml-iS:•.U b,,' ni,asul•ra 'is lomz dimension.
i)1' broken Corr rele for 1<!n Rap ?Ilall 1T1_ci lllc r,-ements of labl.' iU=2-1 f01' Lh,? class
:ri>.a S1 =?' Ci;_till»ltls?31.
TABLE 1642-1-1
ACC FFTA_\(-E CRI T LR11A FOR RIP R_-U-P
'.t-D STONE FOR EROSION CO TRC:-
l
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R? JlT - TT) T n ^ T
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! A ? 4 ? 6

I l ? ; (i 1 ? i

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_ .i.. y.:.-•,- u..cyl ?.0 . r c tllc ma:..y iui furnish-,-d ,? ,..?.-I- UA
rnorc thin IU.0-jo o the nnicl al can exce.d th,- ma?,L'11urn s1ZC speClfleCl.
? 1) Y
PIPE ENTSTALLAMN
All pipe installed on the project will be installed using the standard method of pipe
installation - Method "A", Standard No. 300.01 of the NCDOT -"Roadway Standard
Drawings".
All pipes shall be laid in accordance with Section 300 of the North Carolina Department of
Transportation "Standard Specifications for Roads and Structures", July, 1995. Pipes will
be installed in the drywherever possible.
Pipes laid in streams large enough to support trout will be installed six (6) inches below the
stream bed to alloy=r the bottom of the pipe to silt over so that trout movement v? ll be o-,•er
a natural stream bed.

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W ENGLISH STANDARD DRAWING FOR 1"qj STATE OF
o METHOD OF STRUCTURAL PLATE NORTH CAROLINA
PIPE & PIPE ARCH INSTALLATION DEPT. OF TRANSPORTATION
p DP/ISIO'I OF HIGHNAYS
W - METIIOD 'A' RALEIGH, H.C.

Typical Section
Showing Proposed Work, &- Erosion Control
Proposed
No grading to Slope
be done on creek Buf-.er
side of exis il;? Zone Ezistina
roadway. ?----? Slope
A
.....,
Stream
Grade, Base, and Pave Proposed
WiderLn2
(.Cu.' Side)
Bern shall be constructed on shoulder and will be maintained C-_ouR'iout
const,iction. The roadway is to be sloped to the cut side Nthere possible. if not
possible, water. %iUl be released thm do;;m slope pipe or Stolle L,ed ditches.
State of North Carolina
Department of Environment
and Natural Resources FILE
Asheville Regional Office
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
.-. WATER QUALITY SECTION
March 13, 2002

Mr. E. A. Green, P.E.
District Engineer
N.C. Department of Transportation
4142 Haywood Road
Horse Shoe, North Carolina 28742
0 C
N??2??QP?Su?I
• . C-.
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Additional Information Request
NCSR 1605A
DWQ Project No. WQ02-0247
Henderson County
Mr. Green:
I have reviewed the 401 Certification Application submitted for
the road widening and paving project for NCSR 1605A in Henderson
County.. Based•on my review it. has been determined that insufficient
inf ormation. has been provided in order for the Division- to--commplet.e.the
review. It is requested that the following information be provided so
the we can complete our review of your application:
Please provide site details for the 425-foot stream stabilization
of Toms Fork, following the Division of Water Quality's "Internal
Technical Guide for Stream Work in. North Carolina Please note
that ."hard" engineering techniques using concrete, riprap, etc.
are not considered enhancement or restoration of streams. "Soft"
engineering methods using natural materials including root wads,
rock vanes, tree revetments, step pools etc.. are the preferred
methods of stream stabilization.
Until the information requested. above is received and approved, I
am requesting (by copy of this letter) that the Corps of Engineers
place this project on hold. Also, this project will be placed on hold
for our processing due to incomplete information (15A NCAC 2H
.0507(h)).
Mr. E. A. Green
March 13, 2002
Page Two
Thank you for your attention:.. to this matter. If you have
questions, please call me at 828-251-6208.
Sincerely,
Michael R. Parker
Environmental Specialist
xc: Mark Davis, DOT
Corps of Engineers-Asheville
.Cynthia Van.Der Wiel.e
r'