20011585 Ver 1_Complete File_20011029

DWQ Project No.: 7-00110'465-
County: !111 44s
Applicant: Ale 1707- V. K r3tiv.JE
Project Name: OR Zo/O
/- I/-- oZ
Date of Issuance of 401 Water Quality Certification:
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, 1621 Mail Service Center, Raleigh, NC,
27699-1621. 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 V. K. $e."67T , 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: ?6Y 1? 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:
Engineer's Certification
Partial P""' Final 44wO
I p K. XeWAsE/T , as a duly registered Pcc?fessic?pal F?.ginr in the State
of North Carolina, having been authorized to observe (perio.dically, weekly, full time) the construction of
the project,for the Permittee 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 j? ?4-1 ! Registration No.
ZS77
Date 9--?? os
`O?QF W ATE9QG
? r
0 liii;?Wwft4w ,c
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
_ Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
November 6, 2001
DWQ #01-1585
Wilkes County
CERTIFIED MAIL-RETURN RECEIPT REQUESTED
Mr. Heath Slaughter
NC DOT
Division of Environmental Affairs
P.O. Box 250
North Wilkesboro, NC 28659
Dear Mr. Slaughter.
. On October 29, 2001, the Division of Water Quality (DWQ) was notified by receipt of your applications regarding your plans to
impact 125 feet of streams in order to improve SR 2012 (Thorpe RD) in Wilkes County. Approval from DWQ is required to disturb
these Streams. Please provide seven copies of the following information and refer to the DWQ number listed above in your reply.
Your application is not complete because
1. It is not clear how fish passage will be accommodated through the culverts, and
2. Whether High Quality Waters BMPs will be used since the streams are classified WSIV.
Please call Cynthia Van Der Wiele at 919-733-1786 if you have any questions or would require copies of our rules or procedural
materials. This project will remain on hold as incomplete in accordance with 15 A NCAN 2H .0505 ©. The processing time for this
application will begin when this information is received. If we do not hear from you within three (3) weeks of the receipt of this letter, we
will assume that you no longer want to pursue this project and will consider it withdrawn.
cc: Winston-Salem DWQ Regional Office
Raleigh Corps Engineers
Central Files
File Copy
Sin erely yours,
JrDomey
Wetlands/401 Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Ph: [phone] Fax: [phone]
ASOM
N
ME
Customer Service
1 800 623-7748
11A]F Michael F. Easley, Governor
`O?0 RQG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
6 Gregory J. Thorpe, Ph.D.
5; Acting Director
5 .? Division of Water Quality
January - f 2002
Wilkes County
DWQ Project No. 011585
SR 2012 (Tharpe 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
125 linear feet of unnamed tributaries to Little Bugaboo Creek in order to upgrade SR 2012 (Tharpe
Road) to paved standards in Wilkes County. The project must be constructed in accordance with your
application dated 25 October 2001 (received 29 October 2001) and additional information received 16
November 2001. After reviewing your application, we have decided that this fill is covered by
General Water Quality Certification No. 3289, corresponding to the U.S. Army Corps of Engineers
Nationwide Permit Number 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 the7fitture) 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. Temporary or permanent herbaceous vegetation must be planted on all bare soil within 15 days of
ground-disturbing activities to provide long term erosion control.
2. All structures 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 (widths and depths) are to be maintained above and
below locations of culvert extensions to provide sediment transport and passage of aquatic life.
Culverts shall be buried one foot, or to a depth at least 20% of their size, into the substrate. Any
existing pipes that are perched, shall be removed and installed to provide passage of aquatic life.
If bedrock is encountered which prevents the burial of pipes in the streambed, please contact the
resource agencies [DWQ, WRC, USFWS] to discuss options other than blasting.
3. All work shall be performed during low flow conditions.
4. Disturbance of the stream channel must be limited to only what is necessary to perform the
culvert installation. Heavy equipment must be operated from the banks rather than in the stream
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), hftpJ/h2o.enr.state.nc.us/ncwetands/
channel in order to minimize sedimentation and reduce the likelihood of introducing other
pollutants into the stream.
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 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 919.733.5715
or Ms. Jennifer Frye of the Winston-Salem Regional Office at 336.771.4600.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
NCDWQ Winston-Salem Regional Office
Central Files
File Copy
Sincerely,
??TFo
STATE OF NORTH CAROLINA
FILE COPY
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY P. O. Box 25201, Raleigh, NC 27611-5202 LYNDO TIPPETT
GOVERNOR PHONE: [phone] SECRETARY
November 13, 2001
Cynthia Van Der Wiele
NCDENR, Division of Water Quality
2320 Crabtree Blvd., Suite 250
Raleigh, NC 27603
Subject: Additional Information Request
Nationwide Permit #14 & #33
SR 2012 (Tharpe Road)
Wilkes County, North Carolina
Project Number: 6.762701
DWQ #01-1585
Dear Mrs. Van Der Wiele:
Regarding item one (1) in your letter:
ISSUED
WN # 62M
All pipes 48 inches or less in diameter will be buried 20%. All pipes > 48 inches in diameter will
be buried 1 foot. This will facilitate fish passage. This is one of our BMPs on all jurisdictional
pipes and as such, applies to all of our permit requests. WRC usually includes this condition in
their comments to the Corps as well, thus making it a condition of the 404 permit.
Regarding item two (2) in your letter:
I have reviewed the stream classification for the impacted waters on this project again. According
to the BIMS report, which I accessed via the internet.....
Little Bugaboo Creek is class: C "From source to a point 0.4 miles upstream of the mouth".
Little Bugaboo Creek is class: WS-IV "From a point 0.4 miles upstream of the mouth to Big
Bugaboo Creek".
Tharpe road crosses Little Bugaboo Creek approximately 2 miles upstream of the mouth. As a
result, it appears to me that these should be considered class: C waters. Please take a look at this
issue again. If the BIMS Report is inaccurate or you do not concur with my assessment. Please
give me a call so we can discuss this issue.
P. O. Box 250, N. WILKESBORO, NC 28659
PHONE [phone] FAx [phone]
Mrs. Cynthia Van Der Wiele
SR 2012 (Tharpe Road)
Page 2
November 13, 2001
If further information is required, please let me know. Your early review and consideration will
be greatly appreciated.
Sincerely,
?
7"
Heath Slaughter
Division Environmental Officer
oFwW ArF9QG
? r
a ?
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
November 6, 2001
DWQ #01-1585
Wilkes County
CERTIFIED MAIL-RETURN RECEIPT REQUESTED
Mr. Heath Slaughter
NC DOT
Division of Environmental Affairs
P.O. Box 250
North Wilkesboro, NC 28659
Dear Mr. Slaughter:
On October 29, 2001, the Division of Water Quality (DWQ) was notified by receipt of your applications regarding your plans to
impact 125 feet of streams in order to improve SR 2012 (Thorpe RD) in Wilkes County. Approval from DWQ is required to disturb
these Streams. Please provide seven copies of the following information and refer to the DWQ number listed above in your reply.
Your application is not complete because
1. It is not clear how fish passage will be accommodated through the culverts, and
2. Whether High Quality Waters BMPs will be used since the streams are classified WSIV.
Please call Cynthia Van Der Wiele at 919-733-1786 if you have any questions or would require copies of our rules or procedural
materials. This project will remain on hold as incomplete in accordance with 15 A NCAN 2H .0505 C. The processing time for this
application will begin when this information is received. If we do not hear from you within three (3) weeks of the receipt of this letter, we
will assume that you no longer want to pursue this project and will consider it withdrawn.
cc: Winston-Salem DWQ Regional Office
Raleigh Corps Engineers
Central Files
File Copy
Wetlands/401 Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Ph: [phone] Fax: [phone]
ArM
IN CD EMPA
Customer Service
1 800 623-7748
r ED
0) )585
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY P. O. Box 25201, Raleigh, NC 27611-5202 LYNDO TIPPETT
GOVERNOR PHONE: [phone] SECRETARY
October 25, 2001
Mrs. Jean Manuele
U. S. Army Corps of Engineers
Raleigh Regulatory Field Office 200
6508 Falls of Neuse Road, Suite 120 a flC I
Raleigh, NC 27615
VJET w s L,
Subject: Nationwide Permit #14 & #33 "ud
SR 2012 (Tharpe Road)
Wilkes County, North Carolina
Project Number: 6.762701
Dear Mrs. Manuele:
The NC Department of Transportation is scheduled to grade, drain, base, and pave primarily
along the existing roadway of SR 2012 (Tharpe Road) ME Wilkes County. Total project length is
approximately 1.25 miles. This project will require the replacement of one (1) intermittent cross
line and one (1) bridge as shown below:
1) Replace existing 50'. x 36" CSP at station 2+80 with a 65' x 24" CSP.
2) Replace existing Bridge #500 at station 20+60 with a 60'x 142"x 91" arched pipe.
Miscellaneous rip-rap impacts will total 50 linear feet or less. New stream imp ts =1251n. feet.
Construction of this project will necessitate impacts to waters of the United States in the Yadkin
River Basin. The above noted cross line at station 2+80 carries an intermittent unnamed tributary
to Little Bugaboo Creek. The above noted bridge at station 20+60 crosses a perennial unnamed
tributary to Little Bugaboo Creek. (Class: Q. The Division 11 Environmental Officer reviewed
this project for the presence of threatened and endangered species on October 11, 2001. The
subject project has been determined to have no effect on any listed threatened or 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).
PA NIENT
P. O. Box 250, N. WILKESBORO, NC 28659 RECEIVED
PHONE [phone] FAx [phone]
4
S
Mrs. Jean Manuele
SR 2012 (Tharpe Road)
Page 2
October 25, 2001
The replacement of bridge #500 with arched pipe will require temporary dewatering. An
impervious sandbag dike will be constructed upstream of the existing bridge to create a small
pool. Clean water will temporarily be pumped around the construction area and will be
discharged into a buffer area. Any dirty water located inside the construction area will be pumped
into a silt bag. The dewatered area will total approximately 320 square feet or 0.008 acres. Once
the new structure is in place, the impervious dice will be removed and the stream will flow freely
through the new arched pipe.
Since this is an existing roadway, the minor modifications proposed in this application should not
remove or degrade existing water quality uses. Any widening of the existing roadway will be
directed away from any adjacent creek whenever possible with minimum fill placed in any buffer
area. 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.
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. A
$200.00 check is enclosed for the 401 certification processing fee. It is requested that any
comments related to the 401 certification be forwarded directly to the Corps with a copy sent to
me.
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 greatly appreciated.
Sincerely,
?,A?
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)
R. C. McCann, PE, Division Engineer
Mrs. Jean Manuele
SR 2012 (Tharpe Road)
Page 3
October 25, 2001
Doug Tetzlaf? District Engineer
Bob Bumgarner, County Maintenance Engineer
Heath Slaughter, Division Environmental Officer
Neil Trivette, Roadside Environmental Field Operations Engineer
Dennis Bennett, Bridge Maintenance Engineer
Office Use Only: Form version April 2001
USACE Action ID No. DWQ No. 011585
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 #33
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina 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: hslau,ghter@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: hslau hter 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 2012, Tharpe Road
2. T.I.P. Project Number or State Project Number (NCDOT Only): 6.762701
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Wilkes Nearest Town: North Wilkesboro
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From North Wilkesboro, travel
east on NC 268 Turn left onto SR 1990 in Roaring River. Travel several miles and turn
right onto SR 2012 Project begins at the end of pavement.
5. Site coordinates, if available (UTM or Lat/Long):
Pipes 2+80 - UTM• 17 501498E 4012067N
Bridge #500 (cry 20+60 - UTM: 17 501990E 4012001N
(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/Farm
7. Property size (acres): Approximately 7.5 acres.
8. Nearest body of water (stream/river/sound/ocean/lake): UTs of Little Bugaboo Creek
(Class: C).
9. River Basin: Yadkin
(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/mgps/.)
Page 4 of 12
10. Describe the purpose of the proposed work: Grade, drain, base and pave SR 2012.
11. List the type of equipment to be used to construct the project: Trackhoe/backhoe. dump
trucks and motor wader.
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.
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
Site Number
indicate on ma)
Type of Impact* Area of
Impact
(acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/dramage, 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 httn://wwNv. fema. go v.
*** 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
W
idth
of Perennial or
Site Number Type of Impact* Impact Stream Name**
Str ar
B
fore Intermittent?
(indicate on map) (linear feet)
e
Impa
(please specify)
Station No. 2+80 Pipe replacement 15 feet UT #1 Little Bugaboo
Creek 1 foot Intermittent
Replace Bridge, UT #2 of Little Bugaboo
Station No. 20+60 #500 with arched C6Oeet
Creek 4 feet Perennial
pipe
Miscellaneous 10 ft. @
All of the above rip-rap 2+80 UTs of Little Bugaboo 1-4 feet Perennial/
placement for 40 ft. @ Creek Intermittent
stabilization 20+60

20+60
Station No Temporary 80 linear
feet or 320 UT #2 of Little Bugaboo
4 feet
Perennial
. Dewatering square feet Creek

* 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 14800-358-9616, or online at
www.usQs.gov. Several Internet sites also allow direct download and printing of USGS maps (e.g., wwwtopozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 125 In. ft. of new im acts.
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 Waterbody
)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ean, 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.
The existing roadway must be widened to achieve an acceptable section width, thus increasing
public safety. The existing pipes must be replaced for the same reason. By utilizing
the erosion control measures as shown in the attached drawings adverse impacts to streams in
way, the stream impacts cannot be
the area will be minimized. Since this is an existing?road
avoided. However, the replacement pipe lengths will be the minimum needed to construct the
widened roadway. Bridge #500 is being replaced with pipe as a cost saving measure.
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/strrnizide.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
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 htm://h2o.enr.state.nc.u5/wM/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 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 V
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* (S lmpe t
et) Multiplier Required
1 3
2 1.5
Total
" Zone 1 extends out 30 feet perpendicular tiom 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.
All appropriate best management practices for sediment and erosion control will be
implemented during construction.
XH. 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
XM. 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).
zsra
Applicant/Agenfs Signature ?/' 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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Std. T Description Sv=bol-
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Temporary Silt pence
Temporary Silt Ditch- '
Temporary Diversion ' n
Temporary Slope Drain
Silt Basin Type-A O9
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Silt Basin Type-B
Temporary Rock Silt* Check Type-A
Temporary Rock Silt Check Type-B ?
Temporary Rock Sediment Dam T ype-A
Temporary Rock Sediment Dam T ype-B ?e
Rock Pipe Inlet Sediment Trap T ype-A A
Rock Pipe Inlet Sediment.Trap Type-B E
Rock- Silt Screen
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Rao
i
small st- eam or .,ranch................... •----
CONSTRUCTION SEQUENCE FOR INSTALLING ROADWAY CULVERTS
1 - Clear only enough area and install the downstream measures such as silt check dams,
silt screens, and basins as noted on plans.
2 - Excavate the 2' base tail ditch.
3 - Excavate and install the roadway culvert.
4 - Install sediment control measures at inlet as noted on plans.
5 - Install additional pipe outlet protection and inlet protection as noted.
EROSION CONTROL SCHEDULE
(1) All adequate temporary erosion control measures will be installed before
clearing and grubbing operations begin.
(2) As construction progresses, temporary and permanent erosion control
devices shall be installed in a timely matter, according to any special permit
requirements and or requirements set out in G. S.113A-57.
MANDATORY STANDARDS FOR LAND-DISTURBING ACTIVITY
Pursuant to G.S.113A-57 (3) provisions for a ground cover
sufficient to restrain erosion must be accomplished within 15
working days or 30 calendar days following completion of
construction or development, whichever period is shorter, except
as provided in 15A NCAC 413.0024 (e).
DESIGN STANDARDS IN SENSITIVE WATERSHEDS
Pursuant to G. S.113A-57 (3) provisions for a ground cover
sufficient to restrain erosion must be provided for any portion of a
land-disturbing activity in a HOW zone within 15 working days or 30
calendar days following completion of construction or
development, whichever period is shorter.
(3) All siltation and erosion control devices shall be properly maintained until no
longer needed.
(4) On projects performed by D.O.T. Maintenance Forces, request will promptly
be made to the Division Roadside Environmental Unit for stage and
permanent seeding.
(5) Any removal of siltation devices will be based on the condition of established
ground cover of that area the device is serving.
1
SECTION 1042
RIP RAP MATERIALS
1042-1 PLAIN RIP IZAI'.
Stone for plain riI) rau shall consist of field stone or rouglh untie .,n quarry
stone. The stone shall be souncl, tough, dense, resistant to the action of air
and water, and suitable in all other respects for the purpose intended.
Where broken concrete from demolished structures or pavement is avail-
;1ble, it may be used in place of stone provided that such use meets with the
approval of the Engineer.. However, the use of broken concrete which
contains reinforcing steel will not be permitted.
The stone or broken concrete shall be graded to meet the following
requirements:
1. For Class 1 Rip Rap. Stone shall vary in weight from 5 to 200 pounds.
At least 30 ??ercent of the. total weight of the rip rap shall be in
individual nieces %veiglling a minimum of 60 pounds each. Not more
than 10 percent of the total weight of the rip rap rimy be in individual
pieces weigliing less than 15 pounds each.
2:`For Class 2 Rip Rap. Stone shall vary in weight from 25 to 250
pounds. At least 60 percent of the total weight of the rIp rap shall be in
individual pieces weighing a minimum of 100 pounds each. Not more
than 5 percent of the total weight of the rip rap may be in individual
pieces weighing less than 50 pounds each.
G°1
0 PIPE STATION SIZE CLASS REMARKS
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DITCHLINER REQUIREMENTS
SR.2012 THARPE ROAD WILKES CO. 6-19-2001
STA. STA. RT./LT.
0+25 1+25 RT. ROVING
0+25 1+25 LT. ROVING
3+25 16+00 LT. ROVING
17+00 19+00 RT. RIP RAP
21+00 48+00 LT. RIP RAP
35+00 48+00 RT. RIP RAP
49+00 65+91 LT. ROVING
50+00 60+00 RT. ROVING
00
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basins, as needed.

Survey Date io-is-o1
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devices not shown, but will
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Sheet Of
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Bridee # 500 on SR 2012, Tharpe Road
This structure will be repl with a 60'x 142"x 91" arched pipe. As you can see in this
photo, stream width in s area is highly variable.
`0 0vv M r FgOG
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micnaei r. tasiey, uovernor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
o ..x.1 L' CERTIFIED MAIL-RETURN RECEIPT REQUESTED ,,1 N
0ot4wt ,S 200
C
BSI VWQ # c?) --'ss+
f e County
k? I ?? 2
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Dear Mr.
11
2ffV
On &, he Division of Water Quality (DWQ) was notified by receipt of your applications regarding your
plan for
Approval from DWQ is required to disturb these s . P%ase provide seven copies of the following information and
refer to the DWQ # listed above in your reply. Your appicetion is not complete becau t
6: owe an r a . Please
show these on maps of suitable scale (for instance 1' =100 feed so we can begin to d termine your projects' compliance with 15A
NCAC 2H .0500.a?`??
Please call ?at X19)733-1786 if you have g?or would require pies of our rules or procedural materials. This
(
project will remain on hold as incomplete in accordance roam 15A WAC 2Y, =.05D5(c). a processing time for this application will begin
when this information is received. If we do not hear frorn you by wrung vrree ) weeks we will assume you no longer want to
r,e the project and will consider it withdrawn.
airremely,
Cc: DWO Regional Office
Corps of Engineers
File Copy
Central lks
Wetlands1401 Und 1650 Mal Service Center RaleiA NC 278994MD Pac (919) 7337015 Fax: [phone]
4?x w5T.
John FL DaT.-af
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Customer Service
1 Boo 623-7748
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