20020551 Ver 1_Complete File_20020411

? W A T? Michael F. Easley, Governor
\O?Q 9QG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
co 7 Gregory J. Thorpe, Ph.D.
Acting Director
5 Division of Water Quality
April 11, 2002
Watauga County
DWQ Project No. 020551
SR 1322 (Grady Winkler Road)
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. Heath Slaughter, Division Environmental Officer
NCDOT Division 11
P.O. Box 250
North Wilkesboro, NC 28659
Dear Mr. Slaughter:
You have our approval, in accordance with the attached conditions and those listed below, to impact
300 linear feet of Howards Creek in order to improve SR 1322 (Grady Winkler Road) in Watauga
County. The project must be constructed in accordance with your application dated April 8, 2002
(received April 11, 2002). After reviewing your application, we have decided that this fill is covered
by General Water Quality Certification Nos. 3353 and 3375, 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. 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.
3. NCDOT is encouraged to use existing on-site vegetation and materials for stream bank
stabilization and to minimize the use of rip rap. NCDOT shall offset the 190 linear feet of gabion
impacts by planting appropriate native woody species (as determined by NC Wildlife Resources
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), httpl/h2o.enr.state.nc.us/ncwetlands/
Commission personnel) along the stream bank of Howards Creek. The length of stream bank
plantings will equal the length of gabion impacts.
4. The pipes shall be designed and constructed so that it can be installed one foot below streambed
grade to enable waters to transport sediment and ensure passage of all aquatic life. The
dimension, pattern, and profile of the stream and floodplain above and below the structure shall
not be modified by widening the stream channel or reducing the depth of the stream.
5. All work shall be performed during low flow conditions.
6. Disturbance of the stream channel must be limited to only what is necessary to perform the
culvert installations and slope stabilization on the south side of Howards Creek Road. 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.
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.
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 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 fmal 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 919.733.5715
or Ms. Jennifer Frye of the Winston-Salem Regional Office at 336.771.4600.
Since ly,
r
r g J. Th e, D
ct' g Director
Attachment
cc: Wilmington District Corps of Engineers
Jean Manuele, USACE Raleigh Field Office
NCDWQ Winston-Salem Regional Office
Central Files
File Copy -
a q. SWgu
•
.@?. 0 2 0 5 51
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY P. 0. Box 25201, Raleigh, NC 27611-5202 LYNDO TIPPETT
GOVERNOR PHONE: [phone] SECRETARY
April 8 2002
Mrs. Jean Manuele
U. S. Army Corps of Engineers- APR 1 1 2002
Raleigh Regulatory Field Office ' ._.,._
6508 Falls of Neuse Road, Suite 120 WETLANDS 0`` OUT
WPiTEP? QUALITY SECT;
Raleigh, NC 27615
Subject: Nationwide Permit #13 & #14 ILE
SR 1322 (Gr er oa F COPY
W y, orth Carolina
roject Number: 6.752427 (DWQ Permit Fee: $475)
Fast Track Authorization Requested due to Salty Hazard
Dear
The NC Department of Transportation is scheduled. to grade, drain, base and pave part of SR
1322 in Watauga County. You may recall visiting this site with me, Maryellen Haggard and other
DOT personnel during your last visit to Division 11. SR 1322 has a sharp curve near its
intersection with SR 1306, Howards Creek Road. The slope on the south side of this curve is
failing and must be repaired as soon as possible.
SR 1322 is only approximately 14 feet wide through this blind curve. This is a school bus route
and safety is a real concern at this location. As a result, the road must be widened through this
section. However, a house sitting immediately north of the curve in question prohibits widening
the roadway to the north. Right-of-way was refused on all other road realignment alternatives.
As a result, widening the roadway to the south is the only other option. However, shifting SR
1322 to the south means that we will also have to shift SR 1306, Howards Creek Road to the
south as well. Howards Creek (Class: WS-II, Trout, HQW) runs parallel with Howards Creek
Road at this location. As a result, approximately 190 linear feet of gabion baskets must be placed
on the south side of Howards Creek Road to stabilize the south slope once Howards Creek Road
is realigned. Per our site visit, we have agreed with WRC's request to offset the gabion impacts
by lantin a ropriate woody spMen long the stream bank of Howards Creek. The length of
stream bank plantings w equal thof the gabion impacts. The replanting will begin at the
downstream end of the gabion basket impacts and proceed in an easterly direction for 190 linear
feet. We will rely on WRC comments to determine what species will be planted.
P. O. Box 250, N. WILKESBORO, NC 28659
PHONE [phone] FAx [phone]
D
Mrs. Jean Manuele
SR 1322, Grady Winkler Road, Watauga
` Page 2
April 8, 2002
This project will require the replacement of two (2) wet cross lines on SR 1306, Howards Creek
Road and three (3) wet cross lines on SR 1322, Grady Winkler Road as shown below:
1) Replace existing 40'x 24" CMP on Howards Creek Road (approximately 25' east of
intersection of SR 1322 and SR 1306) with a 50'x 36" CMP.
2) Replace existing 50'x 36" CMP at station 0+00 (goes under SR 1306) with a 60'x 48"
CMP.
3) Replace existing 35'x 30" CMP at station 0+50 (on SR 1322) with a 50'x 48" CMP.
4) Replace existing 30'x 30" CMP at station 12+80 (on SR 1322) with a 60'x 48" CMP.
5) Replace existing 25'x 18" CMP at station 28+80 (on SR 1322) with a 40'x 24" CMP.
Miscellaneous rip-rap impacts associated with pipe replacements will total 30 linear feet or less.
Pipe installation impacts will total 80 linear feet.
Gabion basket installation impacts will total 190 linear feet.
New stream impacts = 300 linear feet.
Construction of this project will necessitate impacts to waters of the United States in the New
River Basin. Cross line number one (25' east of intersection) on SR 1306 carries UT #1 to
Howards Creek (Class: WS-II, Trout, HQW). Cross lines two - five all carry UT #2 to Howards
Creek (Class: WS-II, Trout, HQW). The Division 11 Environmental Officer reviewed this project
for the presence of threatened and endangered species on March 28, 2002. The subject project
has been determined to have no effect on any federally listed endangered plant or animal species.
According to the NCDOT web site, the NCDOT Historical Architecture Section has reviewed
this project and determined that there are no NR/SL/DOE properties along this roadway that will
be impacted by the proposed project (see attachment).
As stated previously, vegetating the stream bank downstream of the impacted area will mitigate
the gab ion basket impacts. The remaining project impacts are minor in nature and should not
remove or degrade existing water quality uses. Pipe sizes used will be the minimum necessary to
create a safe roadway. By utilizing the erosion control measures outlined in the attachments to
this application, downstream water quality standards will be protected.
Attached is a Preconstruction Notification Form, plan sheets with proposed erosion control
measures, a marked county map, a marked topography map and photographs.
By copy of this letter, it is requested that Mr. Ron Linville, Mountain Region Coordinator, with
the North Carolina Wildlife Resources Commission comment directly to you concerning the 404
Nationwide Permit application with a copy sent to me. Please note that a trout buffer
encroachment variance will be requested for the gabion basket installation on SR 1306 as well as
from stations 2+50 - 3+40 (Rt.) on SR 1322.
By copy of this letter, I am forwarding seven (7) copies of this application package to Cynthia
Van Der Wiele, NCDENR, Division of Water Quality, 401/Wetland Unit, for her review. It is
Mrs. Jean Manuele
SR 1322, Grady Winkler Road, Watauga
Page 3
April 8, 2002
requested that any comments related to the 401 certification be forwarded directly to me with a
copy sent to the US Army Corps of Engineers.
We would like to begin construction as soon as possible. If further information is required, please
let me know. Your early review and consideration will be appreciated.
Sincerely,
;;/r? , -, t/?
Heath Slaughter
Division Environmental Officer
Enclosures
cc: Jean Manuele, US Army Corps of Engineers (1 additional copy)
Ron Linville, Western Piedmont Region Coordinator, NCWRC
Cynthia Van Der Wiele, Division of Water Quality (7 copies)
Matt Gantt, PE, Land Quality Section
R. C. McCann, PE, Division Engineer
Martin Bolick, District Engineer
Johnny Brown, County Maintenance Engineer
Heath Slaughter, Division Environmental Officer
Neil Trivette, Roadside Environmental Field Operations Engineer
Office Use Only: 020551 Form Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
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: NW #13 & #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: P O Box 250, North Wilkesboro, NC 28659
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: hslaughter@_dot.state.nc.us
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: Heath Slaughter Division Environmental Officer
Company Affiliation: North Carolina Department of Transportation
Mailing Address: P O Box 250, North Wilkesboro, NC 28659
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: hslaughter@a dot state nc us
Page 3 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: SR 1322, Grady Winkler Road
2. T.I.P. Project Number or State Project Number (NCDOT Only): 6.752427
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Watauga Nearest Town: Boone
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Boone, travel north on NC
.194 Turn left onto SR 1306 Project begins near the intersection of SR 1322 and SR 1306.
5. Site coordinates, if available (UTM or Lat/Long):
0+00 & 0+50 UTM: 17 437692E 4013017N 12+80 UTM: 17 437682E 4013297N
28+80 UTM: 17 437631E 4013627N
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Residential
7. Property size (acres): AWroximately 6.1 acres
8. Nearest body of water (stream/river/sound/ocean/lake): Howards Creek and UTs (Class: WS-
II Trout HQ)D
9. River Basin: New
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 4 of 12
10. Describe the purpose of the proposed work: Grade drain, base and pave existing road.
11. List the type of equipment to be used to construct the project: Trackhoe/backhoe, dump
trucks and motor grader.
12. Describe the land use in the vicinity of this project: Residential/Farm
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 additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: N/A
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 5 of 12
1. Wetland Impacts
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
indicate on ma acres es/no) feet
N/A
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, till,
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 hqp://wtiwv.fema.gov.
*** 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: 0 acres
Total area of wetland impact proposed: 0 acres
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Length of Average
Width of perennial or
Site Number Type of Impact* Impact Stream Name**
Stream Before Intermittent?
(indicate on map) (linear feet)
Impact (please specify)
Intersection of SR Bank
f 190 feet Howards Creek 20 feet Perennial
1322 & 1306 Stabilizatio
Approx. 25' east
of SR 1322 & SR Pipe 110fe e t UT# 1 to Howards Creek 2 feet Perennial
1306 intersection Replacement ?
on SR 1306
Station 0+00 on Pipe 10 feet T# 2 to Howards Creek 3 feet Perennial
SR 1306 Replacement
Station 0+50 on Pipe
15 feet
UT# 2 to Howards Creek
3 feet
Perennial
SR 1322 Replacement
Station 12+80 on Pipe 30 feet UT# 2 to Howards Creek 3 feet Perennial
SR 1322 Replacement
Station 28+80 Pipe 15 feet UT# 2 to Howards Creek 1 foot Perennial
Replacement
Miscellaneo

All of the above
rip-rap feet
or
30
All of the above
1-20 feet
Perennial
or less
stabilization
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, 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.usgs.gov. Several Internet sites also allow direct download and printing of USGS maps (e.g., ,vviv.topozone.com,
wwtiv.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 300 In. ft. of new permanent impacts.
Page 6 of 12
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
(acres)
Name Wat)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose.of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
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.
Due to our inability to acquire right-of-way, the gabion basket impacts are unavoidable.
Vegetating the stream bank downstream of the impacted area will mitigate the gabion basket
impacts The remaining project impacts are minor in nature and should not remove or de rg ade
existing water quality uses Pipe sizes used will be the minimum necessary to create a safe
roadway utilizing the erosion control measures outlined in the attachments to this
application downstream water quality standards will be protected. Since this is an existing oacL
stream impacts associated with the pipe replacements cannot be avoided All appropriate BMPs
will be used during construction.
Page 7 of 12
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.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offske), 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.
DOT plans to offset the gabion basket placement impacts to Howards Creek by enhancing
the riparian vegetation immediately downstream of the impacted area. This woody riparian
vegetation will be planted per WRC recommendations
Page 8 of 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.ne.us/NN,rp/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
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 fmalized 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:
Page 9 of 12
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 3U teet perpendicular trom near oanK of cnannel; Lone z extenas 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.
/A
XI. Stormwater (DWQ Only)
Describe impcrvious 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.
All annronriate best manaaementractices for sediment and erosion control will be
implemented during construction.
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
Page 10 of 12
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).
02-
Applicant/Agent's Signatur&?/' Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery , . Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash . Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 12
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North Carolina DepartunnLnt of Transportation
Erosion and Sedhnentation Control Plan
NKt,?.-
Project: ?! 2427 Road: Sly 5 3 ; County: "& 41 J R
Prepared bN^ C7- Date:
Approved by: ?. r4 W4, Date: 2- 27-0 2-
L,l County Maintenance Engineer
Date: 2--2-8-02
District Engineer .
r
Date:
Roadside Entidronmenral Engineer
Std. r Description SvmboI
1630.03 Temporry Silt Ditch TS D...
1630.0 Temporary Diversion ----TD =-----a
1605.01 Temporary Silt Fence ' 141
16221.01 Tereporan, Slope Drain ?-- -
1630.01 Silt Basin Tvpe-A
1630.02 Silt Basin TYpe-B
- i
1633.01 Temporary Rock Silt Check Type-'
1633.DZ Temporar-;, Rock Silt Check Type -B
1634.01 Temporary Rock Sediment Dam Type A
163=.02 Tempo--,-,- Rock Sediment Dam Type-B
1031.01 Rock Pipe !inlet Sediment Trap Type =3 ? 1'
163M, Rock Pipe Inlet Sediment Wrap Type-B B ; =
1636.01 Roc!: Silt Screen
163C.0- Stilling Basin.
a
Rock Inlet Sediment Trap:
1632.OI Tpe or A)
1632.02 Type-B- L , M-1 or
1632.0= T ype-C Cor Col
86.(7. Rip R:.p `
wipe Outlet Dish):Ao
Ditch Liner
Pine Outlet or inlet Stabilization D
NOTE: S 3t BZS;n TN°pe B: 3's3'by 6' for-unless oLi 11 er?zse noted by Engineer
General Notes on Erosion Control
Silt Basin Type B's will be constructed to the dimension of six feet by three:feet
by three feet unless otherwise noted on the plans.
Where slope protection treatment is required, Section 868 and Section 1042 of
the 1995 Standard Specifications for Roads and Structures will be followed. Any
material obtained from the project must be clean before being placed.
Generally, the order of installation of the erosion control measures will be as
follows:
Temporary Silt Basins shall be installed before clearing and
grubbing begins.
Silt Fences and Temporary Silt Ditches shall be installed after clearing
and before grading.
Temporary Stone Ditch Checks shall be installed as soon as
ditchline is established.
Pipe Outlet and Inlet Protection will be done as soon as the pipe is
installed.
Seeding and other permanent erosion control measures are to be
implemented as soon as practical.
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6.
Photo #1- Failing slope on SR 1322, Watauga County.
Photo #2 - Proposed gabion basket installation location on south side of SR 1306, Watauga County.
Photo #3 - Proposed stream bank enhancement location along Howards Creek.
Photo #4 - Stream running through ditch from stations 2+75 - 3+40 on SR 1322.
Photo #5 - Outlet end of pipe at station 0+00 running under Howards Creek Road and draining into
Howards Creek. Due to the significant grade change from the inlet end of this pipe and the
bottom of Howards Creek, this pipe will remain perched after replacement and step pools
will be established, per our site visit with the Corps and WRC.
Photo #6 - Inlet end of pipe at station 0+50 on SR 1322, Watauga.
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TopoZone - The Web's Topographic Map
Page 1 of 2
o ---- -- . C 4?t11
a Z _ _I
Target is UTM 17 437675E 4013302N - ZIONVILLE quad [Quuad_Infol
http://www.topozone.com/print.asp?z=17&n=4013302&e=437675&s=25 3/27/02
0 500 1000 1500 2000
i
meters - - - i QIr ? . , . -!- i ,
miles -
f rv i?
O
GOVe,, 1'jr
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.,
Acting Director
Division of Water Quality
DW Q Project No.: 0.4 U J / Cour
Applicant: AICDOT
Project Name:- 1322 (rs,
Date of Issuance of 401 Neater Quality Certifieat
Certificate of Completion

1
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, , 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:
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
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 Buffe Rules, the approved plans and specifications, and other su o. tin- materials.
Signature Registration No. Date
tl
-bff 71
Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650
Wettands1401 Unit: [phone]
Fax: [phone]