20030116 Ver 1_Complete File_20030203

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February 5, 2003
Wilkes County
DWQ Project No. 030116 r
SR 2419, Little Hunting Creek Road
Mr. R. Carl McCann, P.E., Division Engineer
NCDOT Division 11
P. O. Box 250
Wilkesboro, NC 28659
Dear Mr. McCann:
The Division of Water Quality has reviewed your submittal for a §401 Water Quality Certification for the
aforementioned project. Review of your application revealed it lacking necessary information required
for making an informed permit decision. The permit application was deficient in the following areas:
Placement of culverts and other structures in waters, streams, and wetlands must be placed below the
elevation of the streambed to allow low flow passage of water and aquatic life unless it can be shown
to DWQ that providing passage would be impractical. Please provide a plan view depicting culvert
placements allowing for aquatic life passage.
Station No. 94 + 46 has an existing pipe 26 feet long. Please provide a detailed explanation why it is
necessary to replace this pipe with a pipe 60 feet long.
Therefore, pursuant to 15A NCAC 211.0507(a)(3), the permit application is placed on hold until we are
supplied the necessary information. Furthermore, until the information is received by the NC Division of
Water Quality, we request (by copy of this letter) that the US Army Corps of Engineers continue to place
the permit application on hold.
We look forward to working with you to expedite the processing of your permit application. If you have
any questions or require additional information, please contact Beth Barnes at 919.715.8394.
Program
pc: USACE Wilmington Regulatory Office
John Thomas, USACE Raleigh Field Office
NCDWQ Winston Salem Regional Office
Central Files
File Copy
. ?a??ay, uvVoliiii
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality

North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mall 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/ncwetlands/
? r
O Y
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
DWQ Project No.: 03 0116 County: lilliIi ikes
Applicant: N C 0 OT'
Project Name:
Date of Issuance of 401 Water Quality Certification: Kkkk ?-L. ?-On A
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification and 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, DANID Wli Wer , 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: Z firs
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:
If this project was designed by a Certified Professional
Date:
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 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: Registration No. Date
N. C. 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)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
F NIATF Michael F. Easley, Governor
\O'4 9pG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
co Alan W. Klimek, P.E. Director
Division of Water Quality
February 5, 2003
Wilkes County
DWQ Project No. 030116
SR 2419, Little Hunting Creek Road
Mr. R. Carl McCann, P.E., Division Engineer
NCDOT Division 11
P. O. Box 250
Wilkesboro, NC 28659
Dear Mr. McCann:
The Division of Water Quality has reviewed your submittal for a §401 Water Quality Certification for the
aforementioned project. Review of your application revealed it lacking necessary information required
for making an informed permit decision. The permit application was deficient in the following areas:
Placement of culverts and other structures in waters, streams, and wetlands must be placed below the
elevation of the streambed to allow low flow passage of water and aquatic life unless it can be shown
to DWQ that providing passage would be impractical. Please provide a plan view depicting culvert
placements allowing for aquatic life passage.
Station No. 94 + 46 has an existing pipe 26 feet long. Please provide a detailed explanation why it is
necessary to replace this pipe with a pipe 60 feet long.
Therefore, pursuant to 15A NCAC 2H.0507(a)(3), the permit application is placed on hold until we are
supplied the necessary information. Furthermore, until the information is received by the NC Division of
Water Quality, we request (by copy of this letter) that the US Army Corps of Engineers continue to place
the permit application on hold.
We look forward to working with you to expedite the processing of your permit application. If you have
any questions or require additional information, please contact Beth Barnes at 919.715.8394.
pc: USACE Wilmington Regulatory Office
John Thomas, USACE Raleigh Field Office
NCDWQ Winston Salem Regional Office
Central Files
File Copy
Program

North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), hftp://h2o.anr.state.nc.us/ncwetlands/
OF WA TF Michael F. Easley, Governor
Rp William G. Ross Jr., Secretary
`O G North Carolina Department of Environment and Natural Resources
r Alan W. Klimek, P.E. Director
y Division of Water Quality
O `C
March 21, 2003
Wilkes County
DWQ Project No. 030116
SR 2419 (Little Hunting Creek Road)
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr.R. Carl McCann, P.E., Division Engineer
NCDOT Division 11
P.O. Box 250
North Wilkesboro, NC 28659
Dear Mr. McCann:
You have our approval, in accordance with the attached conditions and those listed below, to impact 130
linear feet of five unnamed tributaries to Little Hunting Creek in order to improve SR 2419 (Little
Hunting Creek Road) in Wilkes County. The project must be constructed in accordance with your
application dated January 3, 2003 (received February 3, 2003) and amended on March 18, 2003. After
reviewing this application, we have decided that these impacts will be covered by General Water Quality
Certification No. 3375, 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
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 211.0506 (h) (6) and (7). For this
approval to be valid, you must follow the conditions listed in the attached certification and any additional
conditions listed below.
1. NCDOT shall follow Best Management for the Protection of Surface Waters (March 1997) and
comply with the requirements for WS-III waters as specified in 15A NCAC 2B .0216.
2. Instream activities are prohibited during the fish spawning season of May 1 through July 15 to
prevent off-site sedimentation from impacting fish eggs and fry downstream of the site.
3. Storm water must be directed to buffer areas or retention basins and must not be routed directly into
streams. Mowing of existing vegetated buffers is strongly discouraged, so that they may be utilized
for storm water sheet flow.
4. Temporary or permanent herbaceous vegetation should be planted on all bare soil within 10 days of
ground disturbing activities to provide long-term erosion control. NCDOT is encouraged to utilize
onsite vegetation and materials for streambank stabilization when practicable.
5. The pipe required for this project shall be installed in such a manner that the original stream profile is
not altered (i.e. the depth of the channel must not be reduced by a widening of the streambed).
Existing stream dimensions (including the pattern and profile) are to be maintained above and below
locations of all culverts. The culvert shall be designed and installed to allow for fish and other
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/ncwetlands/
A 11
wildlife movement as well as prevent headcutting of the streams. Riparian vegetation must be
reestablished within the construction limits of the project by the end of the growing season following
completion of construction.
6. NCDOT is encouraged to use existing on-site vegetation and materials for stream bank stabilization
and to minimize the use of rip rap. Any riprap used must not interfere with aquatic life movement
during low flows.
7. 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.
8. 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.
9. Upon completion of the project, the NCDOT or its authorized agent shall complete and return the
enclosed "Certificate of Completion" form to notify NCDWQ when all work included in the §401
Certification has been completed. Please include photographs of the completed construction
upstream and downstream of the culvert site to document correct installation.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Ms. Beth Barnes at 919.715.8394 or Mr. Steve Mauney
of the Winston-Salem Regional Office at 336.771.4600.
Attachment
nncerely,
W Klill
cc: Wilmington District Corps of Engineers
John Thomas, USACE Raleigh Field Office
NCDWQ Winston-Salem Regional Office
Central Files
File Copy
TO: John Thomas, USACOE
Raleigh Regulatory Field Office
FROM: Ron Linville, Regional Coordinator
Habitat Conservation Program
DATE: January 28, 2003
SUBJECT: North Carolina Department of Transportation (NCDOT), SR2419, Little
Hunting Creek Road, Little Hunting Creek, Wilkes County
NCDOT proposes to widen and pave the referenced roadway. Biologists with the North
Carolina Wildlife Resources Commission are familiar with habitat values in the area.
These comments are provided in accordance with the provisions of the Fish and Wildlife
Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661-667d) and the North Carolina
Environmental Policy Act (G.S. I I3A-1 through 113A-10; NCAC 25).
The project will include replacing several existing pipes with larger diameter pipes that
will impact 130 additional linear feet. Riprap will impact 50 linear feet. According to
Division of Water Quality documentation, this creek has potential to be classified as high
quality or outstanding resource water as the stream supports good to excellent fish
communities.
We will not object to the project provided the following conditions are followed:
1. Instream activities are prohibited during the fish spawning season of May 1
through July 15 to prevent off-site sedimentation from impacting fish eggs
and fry downstream of the site.
2. Culverts 48" or larger should be buried F into the streambed. Culverts less
than 48 inches in diameter should be buried to a depth equal to or greater than
20% their size to allow for aquatic life passage. These measurements must be
based on natural thalweg depths. All waters must flow through without
freefalling or damming on either end during low flow conditions to maintain
aquatic life and/or fish passage. Any riprap used must not interfere with
aquatic life movement during low flows.
SR2419, Little Hunting Creek Road 2 January 28, 2003
3. If bedrock is encountered, NCDOT should contact this office to discuss
options. The dimension, pattern, and profile of the stream above and below
the barrels should not be modified by widening the stream channel or reducing
the depth of the stream. Previously disturbed floodplains and streams should
be restored to natural geomorphic conditions whenever practicable.
4. If concrete will be used, work must be accomplished so that wet concrete does
not contact stream water. This will lessen the chance of altering the stream's
water chemistry and causing a fish kill.
5. Heavy equipment should be operated from the bank rather than in the stream
channel in order to minimize sedimentation and reduce the likelihood of
introducing other pollutants into the stream.
6. Stringent erosion control measures should be installed where soil is disturbed
and maintained until project completion.
7. Temporary or permanent herbaceous vegetation should be planted on all bare
soil within 10 days of ground disturbing activities to provide long-term
erosion control. We encourage NCDOT to utilize onsite vegetation and
materials for streambank stabilization when practicable.
Thank you for the opportunity to review and comment on this project during the early
planning stages. If you have any questions regarding these comments, please contact me
at 336/769-9453.
Cc: Cynthia Van Der Wiele, DWQ
Heath Slaughter, DOT
Marella Buncick, USFWS
Becky Fox, EPA
Marla Chambers, WRC
03/18/2003 10:14 336-9039239
[FAX
7'0: Beth Barnes
DOT Coordinator
DWQ
401-Wetlands Unit
Phone
Fax Phone [phone]
CC:
REMARKS: ? Urgent For your roviaw ® Reply ASAP ? Please
Hey Beth,
Per your request, I have attached a standard drawing depicting 20% pipe burial for SR 2419,
Wilkes (DWQ# 030116). We will attach this drawing to all future secondary road applicati s.
Heath Slaughter
DEO-11 WETLANDS/ 401 GROUP
MAR ). R 2003
VVATER QUALITY SECTION
NCDOT ROADOIL ROADSE
01/02
Date 03118103
Number of vases including cover sheet 2
FROM: Heath Slaughter
Division 11 Environn
Officer
N. C. Dept. of
Transportation
P O Box 250
North Wilkesboro, N
28659
Phone [phone]
Fax Phone [phone]
J
030116
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY P. O. Box 25201, Raleigh, NC 2761175202 LYNDO TIPPETT
GOVERNOR PHONE: [phone] SECRETARY
January 23, 2003
Mr. John Thomas
U. S. Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 27615
Subject: Nationwide Permit #14
SR 2419 (Little Hunting Creek Road)
Wilkes County, North Carolina
%
ttrysfc
Project Number: 6.762731 (DWQ Permit Fee: $200)
Dear Mr. Thomas:
The NC Department of Transportation is scheduled to grade, drain, base and pave SR 2419 in
Wilkes County. The roadway width will be increased from 17' to 18'. Total project length is
approximately 1.95 miles. Impervious surface area will increase by 0.24 acres or 6%. This
project will require the replacement of five (5) wet cross lines as shown below:
1) Replace existing 42'x 24" CMP at station 27+84 with a 50'x 24" CMP.
2) Replace existing 41'x 24" CMP at station 34+09 with a 45'x 24" CMP.
3) Replace existing 30'x 18" CMP at station 34+93 with a 45'x 18" CMP.
4) Replace existing 31'x 18" CMP at station 92+79 with a 50'x 18" CMP.
5) Replace existing 26'x 18" CMP at station 94+46 with a 60'x 18" CUT.
Miscellaneous rip-rap impacts will total 50 linear ft. or less. New stream impacts = 130 linear feet.
** Please note that the bridge at station 12+25 and the wet pipe at station 79+75 will remain.
Construction of this project will require impacts to waters of the United States in the Yadkin
River Basin. The above noted wet cross lines carry different unnamed tributaries to Little
Hunting Creek (Class: WS-III). The Division 11 Environmental Officer reviewed this project for
the presence of threatened and endangered species on January 9, 2003. This project will have no
effect on any federally listed endangered plant or animal species. Historic compliance work will
be scheduled and concurrence with the State Historic Preservation Office will be obtained if
required.
P. O. Box 250, N. WILKESBORO, NC 28659
PHONE [phone] FAX [phone]
1.
r
Mr. John Thomas
SR 2419, Little Hunting Creek Road, Wilkes
Page 2
January 23, 2003
The project impacts are minor in nature and should not remove or degrade existing water quality
uses. The replacement pipe sizes are 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. All appropriate BMPs will be used during construction.
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/Wetlands Unit, for her review. It is
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,
;uew ,,,/
Heath Slaughter
Division Environmental Officer
Enclosures
cc: John Thomas, 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
Doug Tetzlaff, District Engineer
Brian Hamby, County Maintenance Engineer
Heath Slaughter, Division Environmental Officer
Neil Trivette, Roadside Environmental Field Operations Engineer
Office Use Only' 0 Form Version April 2001
U
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
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 414
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@a 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: [e-mail]
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 2419, Little Hunting Creek Road
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Wilkes Nearest Town: Wilkesboro
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Wilkesboro, travel south
on H . 115. Turn left onto SR 2412. Turn left onto SR 2422. Turn left onto SR 2418.
Turn right onto SR 2419 -
5. Site coordinates, if available (UTM or Lat/Long):
Road DD: 36.1070 N 80.9494 W
(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 11.8 acres
8. Nearest body of water (stream/river/sound/ocean/lake): UTs to Little Hunting` Creek
(Class: WS-111).
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/map .)
Page 4 of 12
10. Describe the purpose of the proposed work: Grade drain, base and pave SR 2419.
11. List the type of equipment to be used to construct the project: Trackhoe/backhoe, motor
grader and dump trucks
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, gradmg, nu,
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-apptoved local floodpWn maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htty://www.fema.g_ov.
*** 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:
Total area of wetland impact proposed:
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)
Station No. 27+84 Pipe replacement 8 feet UT #1 to Little Hunting
Creek 1 foot Perennial
Station No. 34+09 Pipe replacement 4 feet UT #2 to Little Hunting
Creek 1 foot Intermittent
Station No. 34+93 Pipe replacement 15 feet UT #3 to Little Hunting
Creek I foot Intermittent
Station No. 92+79 Pipe replacement 19 feet UT #4 to Little Hunting
Creek 1 foot Intermittent
Station No. 94+46 Pipe replacement 34 feet UT #5 to Little Hunting
Creek 2 feet Perennial
Miscellaneous eet or

All of the above rip-rap
less (10 ft. UTs to Little Hunting

k
C
1-2 feet
Perennial
placement for per pipe) ree
stabilization

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: cuiveris 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.ussts.gov. Several Internet sites also allow direct download and printing of USGS maps (e.g., www.tonozone.com,
www.MMuest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 130 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 of Waterbody
f 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.
By utilizing the erosion control measures as shown in the attached drawings adverse impacts to
streams in the area will be minimized Since this is an existing roadway, the stream impacts
cannot be avoided However, the replacement pipe lengths will be the minimum needed to
safely construct the paved roadway. 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/stnngide.htmi.
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 http•//h2o.enr.state.nc.gVwM/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
(Neuse), 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
s uare feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular tcom near nanx of cnannei; [one L 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.
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.
Impervious surface area will increase by approximately 0.24 acres or 6%. All appropriate best
management practices 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 El No
Is this an after-the-fact permit application?
Yes ? No
Page 10 of 12
X1V. 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).
Z3?D.3
Applicant/Agent's Signatio 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
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 12
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KEY TO COUNTY ROAD NUMBERS
ALSO NUMBERS 1001. 1002
NOTE: MAP INCLUDES ONLY STATE MAINTAINED '
OR IMPORTANT NON-SYSTEM ROADS.
MILEAGE NOT SHOWN ON FRONTAGE ROACS
ROADS SHOWN AS OF OCT. :1. !499.
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Target is 36.10700N, 80.94941W - OSBORNVILLE quad LQuad I_nfo1
http://www.topozone.com/print.asp?z=17&n=3995613&e=504550&s=25&u=1 1/9/03
0 Soo 1000 Ism 2000
meters i - . , - - i - -
miles I 0I ? I '
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
PLrsuant to G.S.113A-57 (3) .provisions for a ground cover
sufficient to restrain erosion must be accomplished within 15
working days ar 30 -calendar days following completion of
-construction ordevelopment, whichever period is shorter, except
as provided in 15ANCAC4B :0024 (e).
DESIGN STANDARDS IN SENSITIVE WATERSHEDS
-' - .Pursuaritto G_ S. 113A-57!(3) provisions fora ground cover
- " . - sufficienttorestrain erosion must be.providedforany portion ofa
Sand-disturbing activity "m a llQW zone within 15 working days r 30
calendar days following completion of construction or
development, m1 ichever period Is shorter-
.(3).All siltation and erosion control devices shall be properly maintained until no
longer needed.
.(4) On projects performed byD.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.
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.
HIGH QUALITY WATERS
1. Uncovered areas are limited at any given time to a maximum total area of
20 acres.
2. Erosion and sedimentation control measures shall be designed to provide
protection from the 25-year storm.
3. Large Type-A basins shall be designed and constructed with a settling
efficiency of at least 70% for the 40 micron soil particle size transported
by runoff from the 2-year storm.
4. Newly constructed channels shall be constructed with side slopes no
steeper than 2:1, unless slopes are to be stabilized by methods other than
vegetation
5. A ground cover sufficient to restrain erosion must be provided for any
disturbed area.
SECTION 10 42
RIP BAP TM ATE.t1I a_LS
10-1.2-1 PLAIN III' IZA P.
SLone?or plain rip raushall consisiof field stone or 1•ough unhe.:n quarry-
5LDI1e. The stone shall be souncl, tou,-h, dense, resistani to the action of air
and water, and suitable in all other I•eSi)eCts iDr the purpose intended.
Where broken concrete from deniolished structures or pavement is avail-
able, iimay be used in plaice Df stone provided that such use meets wilth the
approval of the Engineer.:I owever, the use of broken CDncrete which
contains reinforcing steel "Will not be permitted.
The stone or broken concrete shall be graded Lo meet- the following
requirements-
200 pounds.
L For glass I Rij) Raj)_ Stone shall vary in -weight from 5 to
AL least, 30. s)er_ceni of ih-e. total iveigllt of lie rip rap steal] I)e in
individual nieces weighing a minimum of 60 pounds ?ach_ Not more
khan 10 percell't of the total ? eiglli of the rip i•ap Thay be in individual
pieces weighing less than 15 pounds each-
2.'-F or Cl ass 2 Rij) PL,,-)I)- Stone shall vary in vveighi from 25 to 250
DDundS. Aileasi 60 percent of the total weight of the r•iD rap shall be in
individual pieces Aveighing a mlinimum of 200 pounds each-Not more
than 5 percent of the total Wveight of the rin rap may be in individual
pieces wei?hing le s than 50 pounds each-
0?1
DE LA TSL -AND
S ECTFICA T.- __ VX_ 0 N S
Std. = Desc_iDton • Sv?bol
16 o5. of Temporary Slit ence
1°30'03 Temporary Silt DILch'
1 L.3°-0j Temporary Diversion T D
16.2 :?2_01 Temporary Slope Drain
. : 16.?30_07 ^
. Silt Bann Type-.A
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:7.330.02 _
Silt Basin Type-B .
?l ?33 1 empor2ry Rock Silt' Check Type-A
D3.'K02 .. Temporary :Rock Siit Chick i ype-B - _
1634.01 ;.: a emporary Rock -Sediment Dam i ype-A

X34.02 71
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SidlIing basin
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• OUT - I BASINS WI i Lj, ROCK CHECKS
SHA!. L B= PLACED AT L0A' POINTS
'LONG SIL i FENCE WHEN SIL I =NC_
INS I AI! 1- i 1L IS BEING r Er?.=OWN=D.
THESE BASINS ARE NOT SHOWN ON
PLANS.
• ALL ?1= B L!0--47 T ION I%fi.'•,Y VARY DUE TO
GP,AD= CHANGES IN ROADWAY.
• P,:)--K :.HEC;KS AND BASINS AR_ O
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PLAC=IJ=n BASINS f-• T CROSSL IN=S
TO PEWAIN.
• Al WET CROSSLIN? PLACEMENT T S
Tai. r?=OUIR= IJOR= THAN ON= WORK
DAY TO INSTALL, R.'OUiR= A, SILT
SC==cN A• i 0j7 LET END.

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SHALL BE PLACED AT LOW POINTS
ALONG SILT FENCE WHEN SILT FENCE s-q,. 3+es
INSTALLATION IS BEING PERFORMED. THESE BASINS ARE NOT SHOWN ON 18 CSO
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• ALL PIPE LOCATION MAY VARY DUE TO
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• ROCK CHECKS AND BASINS ARE TO BE
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PLACEMENT. BASINS AT CROSSLINES
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NOTE:
OUTLET BASINS WITH ROCK CHECKS
SHALL BE PLACED AT LOW POINTS
ALONG SILT FENCE WHEN SILT FENCE
INSTALLATION IS BEING PERFORMED.
THESE BASINS ARE NOT SHOWN ON
PLANS.
• ALL PIPE LOCATION MAY VARY DUE TO
GRADE CHANGES IN ROADWAY.
• ROCK CHECKS AND BASINS ARE TO BE
REMOVED BEFORE RIP-RAP OR ROVING
PP'LACEMENT. BASINS AT CROSSLINES
TO REhgAIN.
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THAT REQUIRE MORE THAN ONE WORK
DAY TO INSTALL, REQUIRE A SILT
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SHALL BE PL
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THESE BASINS ARE NOT SHOWN ON DfZS.r E
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DAY TO INSTALL, REQUIRE A SILT
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INSTALLATION IS BEING PERFORMED.
l
THESE BASINS ARE NOT SHOWN ON
PLANS.
qX3 XL
• ALL PIPE LOCATION-MAY VARY DUE TO
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• ROCK CHECKS AND BASINS ARE TO BE
REMOVED B- OR= RIP-RAF OR ROVING
rP ACEMEN T . BASINS A T CROSSLINES
TO RZ-fh 31N.
• ALL W= ii CROSSLINE PLAC=MENTS
TH.4,71- REQUIRE MORE THAN ONE WORK
DAY TO INSTALL ALL, REQUIRE A SILT
SCREEN AT OUTLET END.

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ALONG SILT FENCE VWEN SILT FENCE
IS BEING PERFORMED 3 pp
Ex;r?:,.c1
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THESE BASINS ARE NOT SHOWN ON
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T
• ROCK CHECKS AND BASINS ARE TO SE
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PLACEMENT. BASINS AT CROSSLINES
TO RE N.
i
• ALL VV=-j CROSSL INE PLACEMENTS
THAT REQUIRE MORE THAN ONE WORK
DAY TO INSTALL, REQUIRE A SILT
SCREEN AT OUTLET END.
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OUTLET BASINS WITH ROCK CHECKS
SHALL BE PLACED A71 'LOW POINTS
ALONG SILT FENCE WHEN SILT FENCE
INSTALLATION IS BEING PERFORMED.
THESE BASINS ARE NOT SHOWN ON
PLANS.
• ALL PIPE LOCATION MAY VARY DUE TO
GRADE CHANGES IN ROADWAY.
• ROCK CHECKS AND BASINS ARE TO BE
REMOVED BEFORE RIP-RAP OR ROVING
r`te ACEM NT. BASINS AT CROSSL INES
TO RENPkIN.
• AL WETi CROSSLIN= PLACEMENTS
THAT REQUIRE MORE THAN ONE WORK
DAY TO INSTALL, REQUIRE A SILT
SCREEN AT OUTLET END.
U
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SDAL = V= IDD' 6 o !w o
?GSIG_V CG??-7p, OT p.? S
_ = i .1 I Q
NOTE:
• OUTLET BASINS WITH ROCK CHECKS
SHALL BE PLACED AT'LOW POINTS
ALONG SILT FENCE WHEN SILT FENCE
INSTALLATION IS BEING PERFORMED.
THESE BASINS ARE NOT SHOWN ON
PLANS.
• AL L.PIPE LOCATION MAY VARY DUE TO
GRADE CHANGES IN ROADWAY.
• ROCK CHECKS AND BASINS ARE TO BE
REMOVED BEF=ORE RIP-RAF OR ROVING
r LACEMENT. BASINS AT CROSSLINES
TO RE14AIN.
• Al L WETi CROSSLINE PLACEMENTS
THAT REQUIRE MORE THAN ONE WORK
DAY TO INSTALL, REQUIRE A SILT
SCREEN AT OUT L=i END.
SEAL E I' = IDD'
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NOTE:
• OUT LET BASINS WITH ROCK CHECKS
SHALL BE PLACED AT LOW POINTS
ALONG SILT rEENCE WHEN SILT PENCE
INSTALLATION IS BEING PERFORMED.
THESE BASINS ARE NOT SHOWN ON
PLANS.
• ALL PIPE LOCATION MAY VARY DUE TO
GRADE CHANGES IN ROADWAY.
• ROCK CHECKS AND BASINS ARE TO BE
REMOVED BEFORE RIP-RAP OR ROVING
PLACEMENT. BASINS AT CROSSLIN=-S
TO RE N.
• ALL W=II CROSS! INE PLACEMENTS
THAT REQUIRE MORE THAN ONE WORK
DAY TO INSTAL! , REQUIRE A SILT
SCREEN A i OU T Lw l END.
SCAL:- 1'= IDD'
?//? "I1Sx L
9 o foo ,?
I

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NOTE:
• OUTLET BASINS WITH ROCK CHECKS
SHALL BE PLACED AT'LOW POINTS '? 5« q 44- 4 to - Re p la c?
ALONG SILT r=cNCE WHEN SILT FENC= _ O' N I E3 " CsP-7.1 per[
INSTALLATION IS BEING PERFORMED.
THESE BASINS ARE NOT SHOWN ON ?i 8' Ex; s t'?
PLANS.
• ALL PIPE 'LOCATION MAY VARY DUE TO O q x3x s
GRADE CHANGES IN ROADWAY. _
I.
• ROCK CHECKS AND BASINS ARE TO BE -?
REMOVED $ErORE RIP-RAP OR ROVING I I 5 Z -I -7 q _ `EP i c„
'LACE MENT. BASINS A T CROSSLINES I Sv, k ?„
I
• ALL WE ii CROSSL INE PLACEMENTS
THAT REQUIRE MORE THAN ONE WORK ;
DAY TO INSTAL! , RE QUIRE A SILT
SCREEN A71 OUT LET END. L O , a ?? 5? . I+LP o
L3?o ??x3 _ I ss' x I cSP
i
SCAL =- V= IDD' y.vs-o 0
CO YRo t.T =ii
NOTE:
• OUTLET BASINS WITH ROCK CHECKS
SHALL BE PLACED AT'LOW POINTS
ALONG SILT FEE CE WHEN SILT FENCE
INSTALLATION IS BEING PERFORMED.
THESE BASINS ARE NOT SHOWN ON
PLANS.
• ALL PIPE LOCATION -MAY VARY DUE TO
GRADE CHANGES IN ROADWAY.
• ROCK CHECKS AND BASINS ARE TO BE
REMOVED BEF=ORE RIP-RAP OR ROVING
Pi ACEMEN T . BASINS A T CROSSLINES
TO RZ-hkAlN.
• ALL VU= T CROSSLINE PLACEMENT S
THAT REQUIRE MORE THAN ONE WORK
DAY TO INSTALL, REQUIRE A SILT
SCREEN AT OU T L E i END.
SCALE V= IDD'

I - ?
I I
I
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Ditchliner Requirements 8/15/02
SR 2419 Wilkes County
0+30 5+50 LT. ROVING
5+50 6+50 LT. RIP RAP
4+00 5+50 RT. ROVING
5+50 6+50 RT. RIP RAP
6+55 10+00 LT. ROVING
12+50 16+00 RT. RIP RAP
13+00 15+75 LT. RIP RAP
17+30 19+00 LT. ROVING
17+50 19+00 RT. ROVING
19+00 21+60 LT. RIP RAP
19+00 20+00 RT. RIP RAP
23+00 24+80 LT. ROVING
25+30 33+75 LT. ROVING
29+00 34+25 RT. ROVING
35+00 40+75 LT. RIP RAP
35+00 40+75 RT. RIP RAP
44+70 45+50 RT. ROVING
51+85 54+30 RT. ROVING
56+50 58+00 RT. ROVING
60+00 62+00 RT. ROVING
66+75 67+50 RT. ROVING
67+50 73+00 RT. RIP RAP
73+00 75+00 RT. ROVING
75+00 77+25 RT. RIP RAP
77+25 78+00 RT. ROVING
69+50 71+00 LT. RIP RAP
76+50 78+00 LT. RIP RAP
80+00 85+50, LT. ROVING
88+00 90+00 LT. ROVING
94+50 100+00 LT. RIP RAP
94+50 100+00 RT. RIP RAP
100+00 103+00 LT. ROVING
100+00 103+00 RT. ROVING
c,-2 Z4lct- 4...rlc ,r??',•.G Cccek-
0 pJpE STATION SIB CLASS REMARKS

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0 I I o' ,,r I F-(Z 5
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0 '
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P
0 N1 4+ O' I r' ,- -asto
0
0 0 0 4;s, x l 8'' ,o /a cr - CJ"f-,
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0 6,4 *3s- 4o I y- t5"

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0

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0
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0
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0
0
S.R.• County IVQI .
?Fame -?--?-? ul' 1zc-kG c.K . "Rd
Existing Road
Nem' Road
Proposed PAN'
... -
Existing Pipe
L -__--J
r -- - ---?
Nem' Pipe
Center Line
C,naLr- 1 - !n
Sheet _I___OfAs
Date I -I - 03
T-- xzsT ; P- pE 4z'-Y, 7-4 tt

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77-
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Note:
Temporary erosion control
devices not shown, but will
include temporary silt screen,
rock check dams and silt
basins, as needed.
41
Survey Date 1-11) - 2, Doi -
Conducted ByGH?, L Q. PE
Drawn By_ o
S.R. ??k 19 Count} W%, l,, S
• N ame L144 1 E, ?4u r l+..i• tj G CV RR
Existing Road
Nem• Road
Proposed RINK' 7
Existing Pipe _°
L J
r-----7 -
Nem- Pipe
Center Line
S?.nLE 1: 10

j-- •-°---- --- 111 -----• -- - - •---r- --. ------
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Note:
Temporary erosion control
devices not shown, but will
include temporary silt screen,
rock check dams and silt
basins, as needed.
'• i
Sheet I-Of s
Date I

,, - S^aL r< t:?3D

Survey Date I - I D -EnaS
Conducted ByC- P ZS D- `.:?T
Drawn B y b; I. l
S.R. 419 Count-, W= %er-S
. Name
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Existing Road
Ne?• Road
Proposed RAV
Existing Pipe
L__---J
r -- - --7
New Pipe
Center Line

Sheet 3 Of-jlj?-
DateI -15 -03
ALA 1,-16 1 10
I STq ?(a7 A 3d 4 R i ?
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Ala -?1?? -_xl$ I -
--- -
N ote:
i emporan' erosion control
devices not shown, but will
include temporary silt screen,
rock check dams and silt
basins, as needed.
Survey Date 1-- to - Zoo, ?
Conducted ByC,";?, p?T_
Drawn By L oR-, 1)
S.R. 2419 County V?1: U c-'
1 1 1 /l ? 1
Nam, Existing Road
New Road
Proposed RM'
Existing Pipe
L-__--J
r-----7
New Pipe
t.
Center Line

4
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i^ ,' I ? 1
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Note:
Temporary erosion control
de-ices not shown, but will
include temporary silt screen,
rock check dams and silt
basins, as needed.
Sheet '4- Of-jj-
Date L,. 1 i
Survey Date 8- 9 - ao 2,
Conducted By GEN. ().81 So,9K
Drawn B y Lo r.; ?K) - M ,A-4
C e-
t
S-R_ L/ County,
17ame - -:? . K -
Sheets?of $S
Date_
Existing Road
New Road
r
r `
Proposed R/W
Snq .4 '34+4,6p
Existing Pipe I -o
?- - - - - - --! s- - - - - r - _ ?. ?. -
LID
New Pipe
L r / -
Center Line K-XX57 ntPE = 2(o IXJ 8
' -r- `. , _-_• :/-"' /,rte ' =-? _ ?` .

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l i l? ! I+ I 1 1!! 1 1 1 1 1 I:+ i l ! I l i l i l l l l I I I I!! I! i l l! 1! 1 1 1 1 1 1 1 I I I I! 1 I l l i l
! ! I l l l l l l l l l l t l l I i i V I I I ! I I I a i l! i l! I I I I I I! I E 1 1 l i I I I I 1 I'
I i l l ! I! I I I l i! I l l t i! I 1 1 1 1 I i! I i? l i l i i I I I I i l i I? i l I 1 ! I ; I I I
I l l l i ! 1 1 I l i i ! I i l i I j I I ! -? I I !.? ! 1 1 1 1 1' 1 ! I I I I t l I I ?I I I I I i I ( I t
! l i l l l i i I I I i I ! I ? I l i l ! I I I! i!! I I I I ! l i i! I 1 I I I I I I i I
I l i l l t i l l I I 1 1 F 1 1! ! t l?! I I I I I I I i 1 i! ? I ! I I!? i I I I!? i t I ! i l l l l l l 1 r •!
t I I I i! t i t I I I I I 1 1 1 1 1 I I i I I I 1' I ! I 1 1 I I I I h i l l I I I
Note:
Temporary erosion control
devices not shown, but will
include temporary silt screen,
rock check dams and silt
basins, as needed.

Survey Date `'- ; _ ; .• ,f
Conducted By ^..K -- !
Drawn By L o '

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N

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TopoZone -The Web's Topographic Map
rage i or z
030116
ann7ane Of so
Target is 36.10700N, 80.9494°W - OSSORNVILLE quad r Quad Info]
http://www.topozone.com/print.asp?z=17&n=3995613&e=504550&s=25&u=1 1/9/03
Top: Upstream view of wet pipe at station 27+90 on SR 2419, Wilkes.
Bottom: Outlet view of wet pipe at station 94+46 on SR 2419, Wilkes.