20020168 Ver 1_Complete File_20020705

O?v T qG
CO
?r
D ?
DWQ Project No.: n Z D t d 8 County: -A eme
Applicant: A1GDo-r
Project Name: .Stc lS4t 4A yhmAar CH, Deb.
Date of Issuance of 401 Water Quality Certification: ,,ay 4. Zrlo e
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer
Rules, and any subsequent modifications, the applicant is required to return this certificate to the
401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC,
27699-1650. This form may be returned to DWQ by the applicant, the applicant's authorized agent, or
the project engineer. It is not necessary to send certificates from all of these.
Applicant's Certification
I, AVilW Yj LC , 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:
ij_ /oRr
Agent's Certification
I, , hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed to
be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer
Rules, the approved plans and specifications, and other supporting materials.
Signature: Date:
If this project was designed by a Certified Professional
I, , as a duly registered Professional (i.e.,
Engineer, Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized
to observe (periodically, weekly, full time) the construction of the project, for the Permitee hereby state
that, to the best of my abilities, due care and diligence was used in the observation of the construction
such that the construction was observed to be built within substantial compliance and intent of the 401
Water Quality Certification and Buffer Rules, the approved plans and specifications, and other
supporting materials.
Signature Registration No. Date
OEM
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), hftp://h2o.enr.state.nc.us/ncwetlands/
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
F VJATF Michael F. Easley, Governor
?p
William G. Ross Jr., Secretary
`O G North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
> Division of Water Quality
o -?
July 9, 2002
Ashe County
DWQ Project No. 021068
SR 1541 (Landmark Church Road)
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. Heath Slaughter, Division Environmental Officer
NCDOT Division I1
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 173
linear feet of Silas Creek and Old Field Creek and their unnamed tributaries, as well as an unnamed
tributary to North Fork New River, in order to improve SR 1541 (Landmark Church Road) in Ashe
County. The project must be constructed in accordance with your application dated July 2, 2002
(received July 5, 2002). After reviewing your application, we have decided that this fill is covered by
General Water Quality Certification Nos. 3366 and 3375, corresponding to the U.S. Army Corps of
Engineers Nationwide Permit Numbers 33 and 14. In addition, you must acquire any other federal, state
or local permits before you proceed with your project including (but not limited to) Sediment and Erosion
Control, Non-Discharge and Water Supply Watershed regulations. This approval will expire with the
accompanying 404 permit unless otherwise specified in the Water Quality Certification.
This approval is valid solely for the purpose and design described in your application (unless modified
below). Should your project change,. you must notify the DWQ in writing and submit a new application.
If the property is sold, the new owner must be given a copy of this Certification and approval letter, and is
thereby responsible for complying with all the conditions. If total wetland fills for this project (now or in
the future) exceed one acre, or of total impacts to streams (now or in the future) exceed 150 linear feet,
compensatory mitigation may be required as described in 15A NCAC 2H.0506 (h) (6) and (7). For this
approval to be valid, you must follow the conditions listed in the attached certification and any additional
conditions listed below.
1. NCDOT shall implement Best Management Practices for the Protection of Surface Waters (NCDOT
March 1997) and Sedimentation and Erosion Control Guidelines for Sensitive Watersheds (15A
NCAC 4B .0024) prior to any ground-disturbing activities to minimize impacts to downstream
aquatic resources. Temporary or permanent herbaceous vegetation shall be planted on all bare soil
within 5 days of ground-disturbing activities to provide long term erosion control. These streams are
subject to special management conditions and drain to Outstanding Resource Waters.
2. In-stream work and land disturbance within the 25-foot wide buffer zone are prohibited during the
trout spawning season of October 15 through April 15, or other conditions as determined by the
North Carolina Wildlife Resources Commission, to protect the egg and fry stages of trout from
sedimentation during construction.
3. Riparian vegetation must be reestablished within the construction limits of the project by the end of
the growing season following completion of construction.
4. NCDOT is encouraged to use existing on-site vegetation and materials for stream bank stabilization
and to minimize the use of rip rap.
4%
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), hftp://h2o.enr.state.ne.us/ncwetiands/
5. The dimension, pattern, and profile of the stream and floodplain above and below each structure shall
not be modified by widening the stream channel or reducing the depth of the stream.
6. All work shall be performed during low flow conditions.
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 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.
Sincerely,
Klimek, P.E.
Attachment
cc: Wilmington District Corps of Engineers
Jean Manuele, USACE Raleigh Field Office
NCDWQ Winston-Salem Regional Office
Central Files
File Copy
c
021068
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY P. 0. Box 25201, Raleigh, NC 27611-5202 LYNDO TIPPETT
GOVERNOR PHONE: [phone] SECRETARY
July 2, 2002
Mrs. Jean Manuele FIL
U. S. Army Corps of Engineers r
Raleigh Regulatory Field Office
6508 Falls of Neuse Road, Suite 120
JJ
Raleigh, NC 27615
iz?
.' >f1
Subject: Nationwide Permit #14 & #33 - j iw?
SR 1541 (Landmark Church Road)
Ashe County, North Carolina ??j?s SSE Z?o?
Project Number: 6.712088T (DWQ Permit Fee: $475)
Dear Mrs. Manuele:
The NC Department of Transportation is scheduled to grade, drain, base and pave SR 1541 in
Ashe County. Total project length is approximately 1.6 miles. The existing roadway width will
remain at 18'. This project will require the replacement of four (4) wet cross lines as shown
below:
1) Replace existing 20'x 82" CMP at station 2+18 with a 50'x 103"x 71" CSPA with a
concrete headwall.
2) Replace existing 37'x 18" CMP at station 18+67 with a 75'x 24" CSP.
3) Replace existing 50'x 36" CMP at station 41+16 with a 65'x 48" CSP.
4) Replace existing 20'x 60" CMP at station 85+12 with a 50'x 72" CSP with a concrete
headwall.
Miscellaneous rip-rap impacts will total 60 linear ft. or less. New stream impacts =173 linear ft.
** Please note that the wet pipe at station 41+16 carries water from a pond overflow pipe. This
overflow pipe is currently perched and as a result, upstream aquatic life passage is obstructed
at this location.
Construction of this project will require impacts to waters of the United States in the New River
Basin. The above noted wet cross line at station 2+18 carries Silas Creek (Class: C, Trout). The
wet pipe at station 18+67 carries a small unnamed tributary to Silas Creek. The wet pipe at
station 41+16 carries an unnamed tributary to the North Fork of the New River (Class: C+). The
wet pipe at station 85+12 carries Old Field Creek (Class: C+). The Division 11 Environmental
P. O. Box 250, N. WILKESBORO, NC 28659
PHONE [phone] FAx [phone] ,^ lrr
Mrs. Jean Manuele
SR 1541, Landmark Church Road, Ashe
Page 2
July 2, 2002
Officer reviewed this project for the presence of threatened and endangered species on June 19,
2002. This project will have no effect on any federally listed endangered plant or animal species.
According to the NCDOT web site, the NCDOT Historical Architecture Section has reviewed
this project and determined that there are no NR/SL/DOE properties along this roadway that will
be impacted by the proposed project (see attachment).
Replacing the wet pipes at stations 2+18 and 85+12 will require temporary dewatering.
Impervious sandbag dikes will be constructed approximately 20 feet upstream of the existing
pipes at both locations. Clean water will temporarily be pumped around both construction areas
and will be discharged into a buffer area located approximately 90 feet downstream of the
sandbag dikes at both sites. Any dirty water located inside the construction areas will be pumped
into a silt bag. The dewatered area at station 2+18 will total approximately 630 square feet or
0.014 acres. The dewatered area at station 85+12 will total approximately 450 square feet or
0.01 acres. Once the new structures are in place, the impervious dikes will be removed and
preconstruction streambed elevations will be restored.
The project impacts are minor in nature and should not remove or degrade existing water quality
uses. Pipe sizes used will be the minimum necessary to create a safe roadway. By utilizing the
erosion control measures outlined in the attachments to this application, downstream water
quality standards will be protected. 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. Please note that a trout water buffer zone
encroachment variance will be requested from stations 2+50 - 13+00 (UT to Silas Creek).
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,
Heath Slaughter
Division Environmental Officer
Enclosures
Mrs. Jean Manuele
SR 1541, Landmark Church Road, Ashe
Page 3
July 2, 2002
cc: Jean Manuele, US Army Corps of Engineers (1 additional copy)
Ron Linville, Western Piedmont Region Coordinator, NCWRC
Cynthia Van Der Wiele, Division of Water Quality (7 copies)
Matt Gantt, PE, Land Quality Section
R. C. McCann, PE, Division Engineer
Doug TetzIA District Engineer
Doug Eller, 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
021068
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NW #14 & #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 hg [e-mail]
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 hg [e-mail]
Page 3 of 12
M. 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 ofproject: SR 1541, Landmark Church Road
2. T.I.P. Project Number (NCDOT Only): N,
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Ashe Nearest Town: Shatley Springs
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Shatley Springs, travel
north on NC 16 to the NFNR. Turn left onto SR 1539. Turn Left onto SR 1541.
Site coordinates, if available (UTM or Lat/Long):
Station 2+18 UTM: 17 459891E 4040424N Station 41+16 UTM: 17 460963E 4040723N
Station 85+12 UTM: 17 461100E 4041795N
(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 9.9 acres.
8. Nearest body of water (stream/river/sound/ocean/lake): Silas Creek and 1 UT to Silas Creek
(Class: C Trout +), UT to the North Fork of the New River (Class: C+),
Old Field Creek (Class: C +).
9. River Basin: New
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/mVs/.)
Page 4 of 12
10. Describe the purpose of the proposed work: Grade, drain, base and pave SR 1541.
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 Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
indicate on ma acres) es/no linear feet
N/A
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htty://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property:
Total area of wetland impact proposed:
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Site
Type Of Length of
** Average
Width of Perennial or
Number
Impact Impact Stream Name
Stream Before Intermittent?
(indicate on map) (linear feet) impact (please specify)
Station No. 2+18 replacPipe ement 30 feet Silas Creek 7 feet Perennial
Station No. 18+67 Pipe
replacement 38 feet UT to Silas Creek 1 foot Perennial
Station No. 41+16 Pipe
replacement 15 feet UT to NFNR 1 foot Perennial
Station No. 85+12 Pipe
replacement 30 feet Old Field Creek 5 feet Perennial
60 feet or
Miscellaneous less (10 ft.
All of the above rip-rap
placement for (er ipe)
ft. at All of the above 1 - 7 feet Perennial
stabilization 2+18 &
85+12)
Temporary 90 linear ft.
Station No. 2+18 Dewatering or 630 Silas Creek 7 feet Perennial
square feet
Temporary 90 linear ft.
Station No. 85+12 Dewatering or 450 Old Field Creek 5 feet Perennial
square feet
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usss.gov. Several Internet sites also allow direct download and printing of USGS maps (e.g., www.igpozone.com,
www.MMuest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 173 In. ft. of new 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 Waterbody
)
(if applicable) Type of Waterbody
(lake, and estuary,
bay, ocean, tc sound,
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 _typical section width must be increased to improve 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 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 construct the road. All appropriate BMPs will be used
during construction.
Page 7 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if 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 bqp://h2o.enr.state.nc.ustwm/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): NIA
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 )?
Yes ? No ® If you answered "yes", provide the following information:
Page 9 of 12

Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
: Zone 1 extends out 3U teet perpendicular trom near bank of channel; Gone 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.
Impervious surface area will not chanae. All appropriate best manaeement 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).
L
Applicant/Agent's Signature 1.11, 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 I I of 12
ti
m
N
a
U
al
>
_ O 0
N
Q P Y.
N O ?
N
>- to
LL.
(11
U
7
v U
J
=a
n a
C ?
0
F F- ?- F F F- F- F- H F- F- F- F- F F- F- F- F- F- F- F- F- F- F- F- F- F- F- F- F- F- F- F- F-
z z z z z z z z z z z z z
l z z z z z z z z z z z z z z z z z z z z z z
w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w

Z
W 0 0 0 0 0 0 0 0 0 0 0 0 o o 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O
U U U U U U 0 0 0 0 0 0 U U U U U U U U U o u U U U U U U U 0 0 U U U
r r r r r r r r r r r r r r r r r r r r r r r r r r r r r ?- r r r r r
o a a Q a Q a a a a Q a a a a a Q a Q Q Q a a a Q a a a Q Q a a ¢ a a

to 0 0 0 0 W0 0 0 0 0 0 0 0 0
Q 0
n 0
Q 0
Q 0
Q 0
Q 0
Q 0
Q 0
Q 0
Q 0
Q 0
Q 0
(L 0
Q 0
Q 0
Q 0
Q 0
Q 0
Q 0
Q 0
Q 0
Q 0
Q
z Q Q Q Q r Q Q Q Q. Q Q Q Q . .. . . . . .
O S S S S w S S S S S S S S S S S = S S S S S S S S S S S S S S S S S S S
~ F_- F H H F- F_- F- H H F_ F- H H H i- H F- F- F- F F- F F- F- F- F F F H F_ H H H H F-

z w w w U) W Q_ Q: w w w w w w a: w w w m w Of Q: of w w w w w w w w w w Of of of
0 w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w
V Q Q Q Q Q Q Q Q n. Q Q. Q. CL Q Q Q Q EL Q Q Q Q. Q. n. Q Q Q a. a. Q Q. Q Q a Q.
?" J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J
a a Q a a a a Q a a a a a Q Q a a Q a a a a a Q Q Q a a a a a a a Q a
w w w w of Q_ Q_ w w Of Q: 0? w m Q: Q! w of Q! Of m x w Q: w Q! w it w w w w Q: w
0 W w w w w w w w w w w w w w w w w w w w w w w w w W W W w w w w w W w
z ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ?
w w W w w w w W w w w w w w w w w w w W w w W W W W W W W w w w w w w
w LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL L1.. LL LL LL LL LL LL LL LL LL LL LL LL LL
LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL u: LL LL LL LL LL LL LL LL LL LL LL LL

?
?
?
?
? ?
?
?
?
?
?
?
?
?
? I
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
O
?
?
?
Z W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W w w w W
W > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >
W w w W W w w w W W W W W W W w w w w w W w w W W W W w w w w w w w w w
U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U
Q W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
x x w w of W Q' w w a: w w w Q_ Q: w w w w w w w x (r Q w w m w = w w w Q Q w
0 w W W w W W W w w w w w w W W w w w w w W w w w w w W w w W W w w w w W
Q
0 z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z
1 0 0 0 0 60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
= z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z
w W w w wO w W W W W W W W W W W W W w w w w w w w w w w w W w w w w W w
O O O O O O O 0 0 0 0 0 O O O O O O O O O O O O O O O O O O O O O O O
d ? ? ? 0 ?
? ? ? ? ? ? ? ? ? ? ? 0 ? ? ? 0 0 ? ? ? 0 ? ? ? ? a ? ? ? ? ?
Q J J _! J 0
J
U)
J
J
J
J
J
J
J
J
J
_1
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
11
J
11

Q w w o o O o Q Q_ ? Q: Q_ o: Q_ ir Q: W w Q' Q: w w w w w ? w w w w w w W w w w w
a z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z
=
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
O
O
O
0
0
0
0
0
0
0
0
0
z z z z Z Z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z
U Cl) U (f) to U U cn (f) cn U cn (n (1) U) U) U) U) C/) U) U) U) U) (n U) U) U) (/) Cl) U) Ln U) U) U) Ln
z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z
O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
F- F- F- H F- F- F- F- F= F- F_ F: F F- F= F- I_ F- H H F_ H t= t= F- H F_ h p p p F- F- H F-
C 0 ? F) ? Ei ? 6 Ei ? 5 ? ? ? ? ? ? ? ? ? FS ? E E ? ? ? ? ? ? ? ? ? ? ? ?
z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z
W O O O O O O O O 0 0 0 0 0 O O O O O O O O O O O O O O O O O O O O O O O
U U U U U Z U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U
Q 0 S S S S S S S S S S S S 2 S S S = S = S S = S S S = S S S S S 2 S S S
p F_ F- F_ F- F_ FF- H H H I_ F- F H F_ H H H- F H H F- F- H H H- F_ H F- H F H H F H H
.
Ln 6 cn cn U) In cn cb cn v) In cn cn J) Cn cn J) Un v) cn d> cn (n (1) do co c) co (n w w w w w w
w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w
r r r r r r >- r r r r r r r r r r r r r r r r r r r r r r r r r r r
M Q N O m N U.) N a to m c0 M `r a Q O M N M O M co O (N O) CO
M 1- `7 M
O CO to N tt LO V) O O O O M O

N M 1? O a O O L. N O 1- M

'
' O

0 to co
(D
.? n f` n M M M M N M M V LO 1 M
Lc) Lo M LO M 1--
- M
N W) 0
N 0
N
M Lo
r-
O. r r
Q Q a Q a Q Q a Q a J
J J J
0 O
O
O
0
0
O
0
0
0 Cn fn to fn !n (n cn (n fn
w w w
?_
=
?
_
_
_
_
_
= w w w w w w w w w w w w w w w w w w w w w

CT' l
3 >>
>
3
Q Q
Q
a
a
Q
Q
a
Q
a S S = S S 2 S S S S S = S Y Y Y Y Y
J Y
J Y
J Y
J Y
J
F- ? ? ? F- F- F- F- F- F• F F- F- F- W Ln U) Ln U Cn w U U U U) U (n J J J J _ _

N
a a
a
Q
Q
a
a
Q
a
Q
Q
a > > >
a a Q A A A M A A A M A M
0 U U
c? N N N N N N N N N N N N N
O
Q
Q
7
rn
Ss
LB
N
L
CL
rn
m c
'c
Q m
4) -CL
N
0 L>
CL=
0.
N
c w:
0 O
0
V
1541 LAMOWIAR. C ?i2C ?oaJ^? ?-A Co
R G 1 N I A '
-- '
a o u w t r
_ 3eM p
r
_ 84
1378
,t•, _
VA.
1353 Husk ?' ' 1371 - ' 157HI••ty,1 •\ - 'f ?: •Gnlity p _.?.-..-..-..-..-..-
1531 `IMk i N. C.
1373 3
,. 3 --• l.' ?• - " 11 b 1SYS
1535 ly6
1362 569
n 1373 '? ' b Y
Shurgilk Suw1c C. 7 •.?
1551
X."On 1535 'q
b \ 1370
-
Ch.
'. \ •.? q - \ ?O 142 • f' . ]
.1669 , 136] ,? ,N9 hohon
` i 133 136]" 19< 1526 O 3 - ' 1536 al . - P-4
< 1525
?. •'? r 1s3 :; ? 1736.s I •?, 'x
1356 1353 ,.9 u ? ndon I573
15M '-1 »
W? t
6s6 52,
O O ? C
1326 3 -?{; 9N ISZI 4, `1523 1539 ? it 1536 1549 1366 {y1 -
JM-4'b ° TufbltiON ISI ?° w. f -. N 1639 1569 \.2
I J 1391 f ^ LII»rtr \ '' < Iw7 K 0 MIS ? (\ .P 9?
' r '•O N '
-I tax 1.2 O 1560
'° .s 1757 M `1519 _ _
1332
Q N '? 1561 , 151 _ h • 1553 IW7 1569
f' ,?:• 'J /1336 `•' 0 1518 6 1578
•• 1560
J
1339 •I? 1338 1335 J t5m'•2 ? IS39 , 15-51 ? 1561
on 13x ISI6 f? 1523 - > ?
1336 4 1316 1313 1 t:rvmpAbr •6
- ChefrNR . _ .f?. m
1337 .0 O y 1517 1.0 ` O ~ 1 t•GII : 1765 ! •:. 2
1667 / ,s"
W ;t1 'Cf9K Cho" ??G_ 157 500 • ? 1331 1542 0 1567 1549
° 1372 ror.m ,p •76 lb •2 1767 1567
1396 151, :r: ? 1373•
1523 .6 I
136, I.orlw 1368 156] B'm 1 J 1662 u 24 1573 ! S. 1ST! 1667 1568 1673 I
2
13R A
cho" 151 .'?•. ° ._. I Saotti.+IM
° 1346 1331 ' 1666 164$ '9 ,t ISt3 - 11571 O 1570O INS 1635-• 221 A?
1396 IS01
13e1 159c . ') 1,502 oak Xro 15751 .1 •? 157: 1570 .3•. T !
1360 - - ? ? n CR 1678 .P ? 577\ S' °
t 9 11343 t• •] 136] PHOENIX ''.01d f Springs 1636
Z
MTN. - 15" 1571 /1572 1600 1603 .6
I.s IS W°,nnsvilb 1573 N? :._ ? .3 1.2 ?
1360 h ,.\ 1NV '• ? 04
D+vd6n - _ F _ 1595 L"M ` -
\\f oak Grow 1668. Xro CM1 1 ' 4y ..v 1605
4 +, O
`• 16 ch.
pwalan
29 1yr / ,\??" er1578 "6 6 .6 'Nathans ?'6 1596 ? CPU t r 16
1 1508 ` \.\ 1579' Gb.k .? .9 .B
1606 :?••
1128 < ! 1509 1512 • 1578 ` 16rA 1657 1
5
,' 16 t 1 - °.6. ?? •
1593 -15-933 17% 1666 3.0 -'J
MSN• Ite5 •o e
i1T 11? p •
?D Sea •' ° 161 1991 O 1601 16oa '\ ••'--
j JEFFERSON . 6
119i 1. 1 PO 402 16 ®
16o Airport q b 15% ' i• o -•• ?.I -
1196 1132' - - s ••;, 1396 •? Bi 1393 1599 1609 J
7271 •+ . fl I Ito Smethport 1 .6 `
VY
Tne o. .
? 1131. Mt. Pwdy .6 ?? 782 1786 y 1 1591 Q- _
r , Ch
i '•:-9 1789 'e <.
P e . fq o
< r'?? Stl P 1799 4
. 9 1.
,1D 633 11 ' 1390 161
11791 THE PEAK
Buff •1 utH- cru WEST 321 662 J ' 1388 1790 J161^
0
MT. JEFFERSON Wagoner 1597 1612
JEFFERSON v i • 7 ,) y 1595
'
/ a Pi P. 1.102 ; 1? 1261• 1w :..,s y 1665 1
+ 6?
\K6? _ ,? r ?• ee 'I' Lo. Gm .27- 1696 , TI7saJ t6
1131 -??la--127o 011 , ?. Ctt 1598
1]9y
.?; 1156
1139 Orion 16?9 C 2 .9 < 1 6 1616
^ 6 •, ( 1197 1176 indbi 162] '7 `; b •.a • w 1630
11'? '? ??1\ N '6 Plw olw.._ . vO_y _ 1627 1 1639 leis ?? 1.6 1
1219
` ?ID9 1230
ASHE ?
C o t
RIDGE 1138 11.1 1221, 1145 1 '•21 ° 1159 .0
7 C 1278``1 .7 " iP 1
Q ' 114,7`'^! - ] 2 11,7 11
114 n 1245 y2 -12W
I <, m NORTH CAROLINA
41 17331,39 ,2 _ 1143 146 - .B2 ..\ K G 1? \
12,6 -•,
IV' 3 ( `'7 - 1145 1147 7 1159X 1661 1
z64 248 _ ?..a1
t opo"ne - t nc W cu b i vyvsi aFiu-, IvA"F

F-c-c M
Target is UTM 17 461065E 404116ON - GRASSY CREEK quad rQuad Infol
http://www.topozone.com/print.asp?z=17&n=4041160&e=461065&s=25 5/29/02
0 Soo 1000 1500 2000
meters
miles 0 0.5 1.0
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.
SECTION 10 42
RIP RAP MATERIALS
IP RAP.
10 42-1 PLAINT
Slone for plain ril) rap shall consist of field stone or rough unhetvn 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 uurpose intended.
Where broken concrete from demolished structures or pavement is avail-
able, it may be used in place of stone provided that such use meets with the
apl)roval of the Engineer. However, the use of broken concrete which
contains reinforcing steel Nvill not be permitted.
The stone or broken concrete shall be graded to meet the following-
requirements:
L For Class 1 Rip Rai). Stoneshall varv in Nveig-lat from 5to 200 pounds.
At least 30 per,celit of th-e. total Weight of the rip rap shall be in
individual uieces %veicrhinf a inininium of 60 pounds each. Not Tnore
than 10 percent of the total Weight of the rip I'ap rizay be in individual
pieces Nveighing less than 15 pounds eac:la.
`?.`Foi' Class 2 Rip IZap. Stolle Shall vaI'y In vveigl7t from ?5 t0 250
pounds. At least 00 percent of the total weight of the rip rap shall by 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.
??1
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.

DEJAILS AND
SPECI.-FICAT I-ONS
Std. Description S=nbol-
6 of ?( Temporary Silt Fence
1 V"3 ? Temporary Silt Ditch
1 G3?.o.5 Tempor2ry Diversion
' 1622.01 Temporary Slope Dr2in
1630.01 Silt Basin T ype-A 0
.A-630.02 Silt Basin Type-B
1633.01- Tenporary Rock Silt' Check Type-A
1633.02 Temporary Rock Silt Check Type-B -
1634.01 Temporary Rock Sediment Dam T ype-A
1634.02 Temporary Rock Sediment Darn Type-B
1635.01 Rock Pipe Inlet Sediment T rap T ype-A-
1035.02:
1636_fl1 Rock Pipe Inlet Sediment_Trap T ype-B

Rock Sil y:. Screen E3
'
'1630.04. -
Stilling -Basin
Rock Inlet Sediment Trap:

.
A 1L 11 - OR - Al
1632-01 ype-A
?.. ?
-
B C11-- OR -- B
1632.02 TYp__B
1632- 03, i ype-C
" C
C I I --OR

C2CC_::1--.._- v°_r_ 1 c'tiSS lZOV { I?Q L 4 rle D j LCh . . .. . . . . . . . . . ULJ111I1JU1 "?

0^68_01 Rio Rao* 21"'1 1 1 S:OCe P C
SmF. 1 S "_ flsni Or Sr?ncz . . ..... . . . . ......... t---- -

7 Cis:?.iof.
r, C??TIc_T c
J
1 1 Q t .
FR0SION CONTROL PLAN
SR 154 1
COUNTY ASNF
LOCAL NAMES ,;,NCMaRK CN,?! oap
WORK ORDER NO.
DRAWN BY:

DISTRICT ENGINEER:
ROADSIDE ENVIRONMENTAL
ENGINEER:
f
NOTE:
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 CROSSLINES
TO REMAIN.
ALL WET CROSSLINE PLACEMENT THAT
REQUIRE- MORE THAN ONE WORK DAY TO
INSTALL REQUIRE A SILT SCREEN AT
OUTLET END.
STREAM INFORMATION:
S las QRK. C rR, t
SCALE I' = 100'
)0 0 0 7k3xz
?`'•?' - 9 SHEETOF 9
!•! 9f 90
• ?? Ex?sf. 32'x 16"e-:5p
Z ??/.4eE 4c)x g ???5 p
- ® V34,
Zo'
ta7
9x 3,v Z
i?•
?- _ _ -- tw
IT \IV
?lx3XZ M qx 3 x 2
•? G
6¢vv
s°• Z' 4.1d 40'x i8 "mss P
_ too
® gx3xZ
43'
301
._. tS0
1(e ?
? x3xZ? -
s!
s•! Z? 40
{ ] [ 4cd 30'-!5"e-5p
9x3X2 ® A ® gx3xZ
Ex/Sq-, 20 Xe4
9?c3pL 3
Te SC Replntr'd
(gy .ievesr..
f $itldSt r(1R?uT•?
n?
3 ? jC W ? Y ? '
? v QQ ? ? Q W
0+00
EROSION ' CON?'ROL°" PLAIV
SR
COUNTY
LOCAL NAME I
WORK ORDER NO. 3xZ 12
F- -
Qx3x L 91
? z + ? 5 o?wE
F- -
t- -
Z0400
0-t7-
s?*
4v
47'
.6-o
3V
t 'PP6.
SCALE I'= 100'
60
'T
tW
i5'
10+v0
SHEET 2 0E 4
® 9x3x2-
Ex?sr. 3??x iP "asp
® 9h 3x Z TyP?-?
EROSION 'CONTROL PLA21T .. ?
• - SHEET 3 OF cj
sla
COUNTY ®9x 3,x
z.
LOCAL NAME 9,r3n Z
WORK ORDER NO. ?•? 28 t?
•O!1 Exs r. 3o'x 18'' c-2 P
SCALE I' = 100'
'G3 p
4 JJ 20= l5
5x ? ?
0
Z ofi ?o
?••0 20 + 4S
•• Ex? sT q.p' x f Q,. ?S ?,
S,x
TYPE -,3
SCALE I' = 100'
9x 3x Z.
9x3x 2
30+en
33rSo
4x3xZ
De1VE 3 Z t 40
EROSION. -' CO2 ROL'' PL4AT ` . `
-
SR-
COUNTY
LOCAL NAME
WORK ORDER NO.
Qx3xZ.
' COMA
SCALE I'= 100'
g, 4,
y
9x3x2
Qx3_x2, "
Sa-fa
OP
9x3xZ
00;
O'
q x3x2 C1
4n:s{n
-??o• 434-5-0
Cxisr_ 3s' x ? S" ASP
? RQpi?.?? 4s'x os?•?SP . .
.r1 PC _ g
J'{
9x3x2
L?T+o uFNi--ax 6
PT;
9x3x2 4//(v
3G'` c Sp
Eysr?v=i5'z5P ?2pP (?S x 4E"
RePl&46 30'x CSP Tye-?
x3 x2
EROSI011L GOMMOL?.-PLAN.
COUNTY
LOCAL NAME
WORK ORDER NO.
?ix3XZ ?

9x3xZ

SHEET ! pF q
5-) 450
•• T" E-
P
Adc! 45 x 18"csP 'I 3
. ? Sn3x Z
SCALE P = 100' T
EROSION CO1K3ROZ"PLA21T = 70.100..
SHE 7 _ OF
?xisr, 2o'x 15"e-5p
k? )AO-e 3o,x is'' ?5f
9x 3XZ
9x3XZ
C
C
CoZ f1 Q
EX?S? . Zdr 15"? C
REPIxe 3d-15"..?
SCALE V= 100'
O
?v k)
_ (o3t9o
J
two / G3+-0a
9x3xZ
- `_
F-ROSION-:' COAi3ROZ'`PLA21T 80.4.00.
SHEET F
SL- n
•• P
'? 9 X 3 x Z a d? 45' x r S" ? s
9,c3x2 TAPE-B
SCALE I,=*
, = 100'
7o tai - ?t? :
AO.SFOAT -.' COj' ROL-PLAN ..: `
COUNTY
LOCAL NAME
WORK ORDER NO.
_ .-too
?? ? 15fl

SCALE 1'= 100'
-No
7g.
a-SO -
50
So-ta?
9 X3X Z
C -
Qx3xZ
L
?n 3x Z.

s`
Pipe Station Size Class Remarks SR 1541
LANDMARK CHURCH RD.
A 2+18 7-0 8E REpJbcc j by. Ncoor 4rccs ASHE CO.
B 2+40 30'x15" Plain Add
C 6+00 40'x18" Type-B Add
D 9+90 40'x18" Type-B Replace
E 12+70 30'x15" Plain Add
F 16+10 45'x18" Type-B Replace
G /8+67 75'x24' T1PE-5 REpVALE
H 20+40 20'x15" Plain Add
1 20+45 45'x18" Type-B Replace
J 28+80 40'x18" Type-B Replace
K 36+50 40'x18" Type-B Replace
L 38+90 40'x18" Type-B Replace
M 40+40 30'x15" Plain Replace
N 41+i(p (os'x4S" TypE-a ftPwce
O 43+50 45'x18" Type-B Replace
P 48+50 20'x15" Plain Add
Q 51+50 45'x18" Type-B Add
R 56+00 40'x18" Type-B Replace
S 62+10 30'x15" Plain Replace
T 63+90 30'x15" Plain Add
U 66+00 40'x18" Type-B Replace
v 68+40 30'x15" Plain Replace
w 70+50 45'x18" Type-B Add
x 79+50 45x18" Type-B Add
Y 85+t2 7-40 Rep1,CCCd at/ Avroo% l?.scES

,.
DITCHLINER REQUIREMENTS
SR LANDMARK CHURCH RD.
Ashe County 1/17/02
Station Station Lt./Rt. Liner
20+50 34+20 LT. Rip Rap
41+30 48+00 LT. Rip Rap
58+00 63+25 LT. Rip Rap
67+00 70+45 LT. Rip Rap
2+15 20+40 RT. Rip Rap
34+25 43+45 RT. Rip Rap
48+60 58+00 RT. Rip Rap
63+10 68+60 RT. Rip Rap
70+00 84+90 RT. Rip Rap
SR2 Is///- County ?-Skr
Name Z fNyMAjjff 2k 9.5),
/ "= 30 FT
Sheet" Of
Date :L,2
Eusung Road CoNeQ?
New Road
Proposed R/W
Existing Pipe 2+00 2 rso
New Pipe
t t .
Center Line P a p

. . . -
s;LAS C11?clc?
CL S°S • C T? +
LL-

1
1 1 1 1
1 I ! I I! I!! i I I I 1 l i l t I i l I I I
1"" I _ I I I ! I I I I I;
1 1 I I i l
l i i l l ! I I I I I I I •I 1 I- I I!
I 1 -1 I l i 1 1 1 1 1! 1 1! I I I I! I I I 11 I! I I! I I I I I I I I 1 41 1 I l l i i
I<I I t+ f -! °I h I i I I! 1' 7 1 t Ti-T--T -i i 1 i 1 1! 1 I 11 1 i 1 I I
I I`! I I I I I I I i i 1 1! I I! l i l l! ! I I d I , t
! I I I I I I I l t I i! I I f f 1 I i I I I I I l i i l i 1 I I 1 1 :t .1 i
;
-1 I I .' =. I I •! ': I I I ; I I I I I I I 1 ! I I I I I I I I i t ?I " 'I '?-!
`!AA -1 -f - 1 1 1 1 L, I.# 1 1 1 1 1 I I I I I f !+--
_i -• ::: _ 1. 1 -I 9 1 --1 I I I J l I 401 I 1 it
•. I!
I l i l
1-t t. I.
.
.=1-? - -1= ! -:-- (- - _ I I '1 I '1 I I I ! I I I I I ! I 1 1 1 1
'
'?+ I I - i i! I I I I! I I I! I I I I I I I ! I j I ! !
!
.:.
..
I I! ?1-'-I-I I I I I I ! I I I I 1 1 I I I I ! 1 1!! I I ! I t ! i i
?
? 1 !
1 I i i l i
I 1 11 !
I I I I I I I !! I I j
' I I I i I I I i i I I I
! I l i! I I. I I I I I
1 I
I I
i I f l 1 t!
1
I ! I! 1 Illlil!I

i l l l l l I !I
I; I I I
! I !
! I
I I i 1 I
f,
! ;

r .!
!? !! ! I I I I J I! f
1 I I 1 1 1 I I I I I I ? ! I I I I i l l I I I i t I I I I I I I I I I I
.? '! i l l •t I I I I I
1 ! I l l i i l l i l! I I! I I! I I I I I I I l I i i i I 1 1 1 1 1 1 1 1 v I ', I'
-; ! I I ! I t I I I I 1 1? 1! I I I.I ! I!!! I I I I I i l
' ! I l l l i
. I
11! I I
I I I
I I I t i l l I I I I I I I I I l l l l i i! I I l i! I l i! I j l i? l l i! I I I 11;?! 1 I I I I I 1 1 l i i;! I'
I I I I I i I 1! I t 1 1! 1 1 1 1!! i l! I!+ I I I ! I i I ! I I I I I I i l i l !! I I I! !! I i I!
I I "-I I I I I I I i.l I I I I I I I!! I l i l i l! I! I I l I! l i l f l i i? l l I I I I l i 1 i i!
! I J! I I I! t I _i I I ! I l l l l i l I I I! l i i i l '! I i l l i I I I I I I
I I I I I I
I i I'
i l l l l l! I I I i I i! l i l I I! I l j i! I I + I I i I I I 1 I I i I I I I ! I! I! I! I ! 1 1 1 1 1 1 i
1 I i I ! I i 1 1 I I ! i t ! I I I I I! ! ! i ! I I I I! j l l l I I I I I I I i
1 1 I I I I ! I I i t I I l i l !!! ! i t ! I I I i 1 1 1 I ' t! i l I I I l l i l
I I I I I i l i 1 1 I 1!! I ! I I I I I I i 1! 1 1 1 1 1 'I ' ! I I! 1 I I 1 1 1 1'I I I I I I I d I
11? 1 1 1 I I I I I I I I I? I I I I I I I I I i t l i!! l i i 1 I I I I I I I I I i t l i! i I
! i t! I i l l i l l l l l l I I I I !! I ! I I I I I i l i i l l l l i ' I l ! i I I I I 1
1 1! 1 1 1 1 1 1 1 1 1 1 1 1!! 1 1+ 1 I I i t I I I I! i i i I I I I i i I! I I I ! I I ! I
I i t I i- I ! I I 1 1 1 1 I! 1! I I i I l l l i I I I I l i I•
I
1 TAMl--L I•

I i I
IFF
.I I i i! I I i i i ! I l l i i l I i t I l i ! I I I 1 I I I I I I I
I I I I I I ! I I! i l l t I i i i I I I I I i i! ! i t I I I I I i I i I I I I I I I I
I I I! 1 1 I I. I!! I ! ! ! I I I I I I I I i i i I I I I I I I t ! I I I i i i
i t I I i t I I I I I' 1 i i II I I I i i i! 1 ! I I I I I I 1 { I I I l i I - I ?I
!! I I I 11 ! !! I I I I I I I I I I I! ! 1 ! I! I I i i I ' 11 l i I I I i i 1 It
I I ! I! I 1 1 1 1 1 1 1 1 1 1; 1 l i l l l l i i l l
- l 1!! 1; I j l I i t I I I I J I I I i!'
I! I I I t l l l l l l! l i!! 11 1! I l i
777 7
Lrij i t
I I ill III
If I!!
?i I- l i l+
I I I I i t I ! I I I I!! i i i l l l i t i 'I ! t I I I 1 i i I ! 1 -1 ' f' i.
I I l i l l I I I I i I I I I I I I !! 1 I ! 1 1! I' i t I I l 1! i I I
L...I I
•
I
i I i i
I ! l i! 1 1 I I I! I! i i! 1 i !! i! i l i l l i l I 1 ! i! ! I I ! I I J ?'1 ??1
,I °- I,-.
'..I.-'! (-? i'? I l l l i l t
I ! I 1 i I I I I' 1 I I l i l I i i I I 1 i t 1 I I I I '
I I I i I ? i l l ' I i l l i
I I I I I i I i t I i i i! 1 j I I t I i I I I I I I! I I 11!
i i i l l !
! I i l l l t t l l i i. I i l l
° ! I .i !
? 1 '! I I i I I
I I
! I t I
I
I I !! 1! I
I I( I i i i l i 1 1 i I I I I 1+ ! I I I I I l i I j?-
,
I .I i I I I I I I ? I I' l i l l I I i l l t! l i I i ? I
I I 1 1 1
i 1•? +
I I I i i I I I .1 I i I ( I I i i t 1 i t l! f ! I i I I I. I I 1 1
Note: -=
Temporary erosion control
devices not shown, but will
include temporary silt screen,
rock check dams and silt
basins, as needed.

Survey Date__ L:j_-_ Z
Conducted By Il(, -FrV , ?F g.
Drawn By 9AL?' ??ew N
S.R. /s County I?5?g Sheet ZOf
' Name M,4;? Date - r- D
Existing Road
sCAGE /1=310
New Road • • '
Proposed R/W
l9*00 ? l9?oe
..•- u-
Existing Pipe c= New Pipe
Center Line
STA_ 47- IIS? `J .
?1
?gg
1 1 1 { 1-1-1--+ %Z714.4 ' f! I I i i 1 ;; III 1 i l i! I! III I I 1 -: ?., :;
I' .}-! ?,,;,1_ -: 1 '. '' I I I I I -! ; I I 1 1 1 1 I ! i ?J I I I I I I '! I I I
I I P- ' - ' I I I ! i I l i I I ! I I i I I I i I I' ! 1 1- 1 1 I i 1 1 I
I .!. - I- - l i I I I I I ! l i , I I 11 i l! I I J i• . I i i i
I i I -F-4 1- i -Irl -1. 1 -i- I I 1' ! 1 1 t -T TTl- !! ; I I i I i I I
-
i ;i ' I - ! I I I I 1 1 1 1 I ; 1 1 I I I I I I I I I I! 1 I' I ! 1 1 .
i y 'f
I.=1 !. ! I 1 1 1 11 I I I' I f I I I I I l i I l j l i l i t I I I I I :j I J;
{•' I-I I I°° ! I I I=I '• I I I I I I I I I I i l.I I I I I '?-I
• =?1 -1 i i I I I I I ! I I I I I I I ! I I I f I?--
_yi -?1! a II ! ! ! J I! ! i!I I I i!! r..,?-J;
-I I 1 11 I I I I I I I I I i I I I I I
t' 11• f l- -I- I I I I I I I I ; ;
i l
1 I I ! I a ! I I! I I I I! l i l I !
I -- I! !- l i l I{ I I I T i l l ! I I I I- I i t ! 1 I r y!
! i I I I; I i i I ! I I I ! 1 1 1 i l! I I I I I I I I I I
I I I I I I I I I I I I I I;! I I I ! I l l i! I I I I I ! I I I l'
I I I I I I I !! I l ! l i l I , I I. 1 1-1 L
! I ! ;! J i t I ! 1! I I! I l l i l I I I!! I I f i l l 11I tj?p
I
{ ! I I i
1! i! I I I I!! i l l I I! I i I i l l l l i l l i 1 1 1 1 i i I i i 1 1 1 1 1 1 I I l i l I
"! I! i 1 1 i t I I I. I I I I ! 1!! 1! 1 1 1 11? I I I 1 i I I! I I ! t I i
I I I I l l i l , i i I I l I! I I I I l l l i i l ! I i i l I i i j i i l l I 1 ! i i !!;
1 1 1!! 11 I I I I I I I ! I I I I " i i! I I I I i I 1 1 1 1 I I ! I I
I I I J -- i! i i I 1 I i i.l I 1 1 1' 1 1! 1 I i l!? i! i! I i l l l i l l? ? i I I I I I l i X I i t :•
i 1 i -'. ! 1 1 1 1 1 1 l a I I I I I i! I! I! i i i l! i l i
1 I I I I I 11 I j
' I I I I I! I I I i! i! i l l i i! i l l! i I I l I j l i I I i 1 1 1 1 1 1 1! 1 1 1 1 1!!;
1 l i i l l l i ! I I ! i t I ! I I i I I I i I l i l' l l l I I I I I
I
I I i I I
1 I! -I
1
1 1 l I l i l l i I I I I i! I I I I I 1 1 1 I f
I I I I I
I
I I I i I I!! I! I I I I i l! i I! I I I "I ! !?i I I i ! I I I. I I"! I I l i l •r I 1
I! 1 I I i I I I ! I!? l i l i l l l I i l 1 1 1 i i! I !! 1 I I I I I ! !
I I I I i ?I
1! I 1 1 I
I I i I I I 1 1 1 1 1 1 1 i ! 1 1 1 1 1 1 ! I I I ' 1 I I i I I I I I I I I I I I I ?
! 1 I I I I I I I I I I ! I I i l l! I I ! I i ? I I! i i I I I I I i I I I I I!
I I I I
I! 1 I I i I I i I I I I I I I I i l I l l i j! I I i t I I I I I I I I I I I i ! I I i '
a-I ! I l i i V I l i i i i! I I I I i! i l i l l 1 I I i I I I j l I I I I I I l i! I I i l i I l i
1 !! I I I ! I I I I I I l I l i I !! !! I I 1 1 I I I I I l i ! I 1 I
I I I I I I I I I I! 1 ! I !! I I l l l l i i I I I I I I, I j l I I I I I I I I 1 1 1 1 ! I I I I i i

j l! l I I
l i !
77
I l l l l i l
t i l i t
I I I I!! i!
I! 1
I 1 1' i i l
! I I
I I! I! I I I ! 1! I! I I! 1 1 1 1 1 1 I I I I I I I i I! I I. I i i ! ! I ! I I I I I I l l i l l I
I I I? !! I

• I I I I I!! I I l l l l l i i I I ! i I I I! i t t
I I
I I I I I I I _
! I i i
i! I 1 1 1 1 1 I I I! . I!! ! I I I I I 1 I I!! i 1 1 I I i I I' I I' i i i I! I I I I 1 1 I l!! l i
I I i I I I I I I I i! I I! I l i l l l l I i I I i! I I I I! ' I! i I ! I i t I I i I '
I l i i I i t I j ! I I I I I I i ! i I I I! 1! I I I I I I I I i I! I I! I I I I' I f i
I I I I I I i t i i I I I 'i I! i l i l i i l I I !!! i'!! I I-I I I I 11 ! i ' I I I I I ' I
I i t I I I I! ! l i l I f t I i i i t i I I 1 I I I I I i i 11 ! i l ' 1 i f i i
1 i i i i i i I I I I I I I i I I I I I i! I I I I i i I I I{ I I l i l 1 I! I ! I I I I I i
' i I f I i ' I l i I? I i I .i I l i ' I i t 1 1 '! ' I I I I I I f l
I I
' i l l I i ! i i i t ! I l i' I i 11 I I !!!' 1 1 1 ! ,
I''I I i 1 1 1 i t
1 .I !! I! i I I ! I h i I I I I i i I I I!! i 1! i! I
1 1 I'! I I I i t•
I ,
1 1! 1 i i I I I 1 j; 1 i! I I i ' i I I I i i , I I I 1
I i I I I !
1 I I I I i i t 1
Note: -=
Temporary erosion control
devices not shown, but will
include temporary silt screen,
rock check dams and silt
basins, as needed.

Survey Date 0 Z
Conducted By Ti ?.
Drawn By_?AG?
S--R. County ASH e:-7-- Sheet "L?Of?
'Name L AIVZM Ar, 1c O?-4, ?Q. Date z-/ -oz
Existing Road
New Road
Proposed R/W
Existing Pipe - - - - moo- - - -
t--------I 1 U
New Pipe 1
Center Line naG- =SCE 11??6
I ' STt? r t / / Tl f /(- o ..... eoc C
SCiLT?-• l
1 U 1v v r. V 1 lL IN tGw 1 e V-4 l G I[ CL 57 . V T
_i? + I 1 1 1 1 i t t ! i I I! f i! I I I •i l i j i! I i i I I l l t +':I?I -I f
I -tsl ??` ?._?-'- 1 1 1 '! I I I I I! -! 1 I ! I! i l l I I I I
. ' I i'! I I I!
! - ?--i -' ! I I I ! I {' I i I I I I I I ! 1 .! ! I-
I ( I i I!
I•. I 1 I i, I l l i I l j l I I I I I I I
- I I I I I 1 I I j i I
i I- 1 ti -1 -t II j - r --I- t I 1 11 -1 I T
i ! 1 1 i I I I !- i
?I"':i'I -I IIII I I IIIII , IIII IIIII! 1 I`I 1I' ''ia.
+ I= I I' I I I 1 l i! l i I t( I I I I
d I f I,- ! I I I I ! I I I I I I ! I i I. I I t
::l; c I =1 t`i 11 t I I I I I I I I I I I I 1 1 I I !. I I I? I I I t 7 y !;
- _
. --=1 I I r! - tl 1 I .I I( I i i 1 i t' I I I? ' I I I I+ ! I
.
-Q - -I -! I I 'I I -I I I I I -! f I 1 I I I I 1
1 111 i I I I I I I I I I 1 1 1 I I I I 1,
I I :I 1 11 t I 1- I I I I I I I I I I I I I I t l ! I ! I I I
I I I 1 I I'!! I I I I I ! !! I I I I! I i i 1 I
! I!
1 I
1 I !! i

I Ti t 1! 1 1 I I I I I
' I
1 1 1
! I I I
! I! t !
y ! I I I I
I I I I j I
I l i! I i 1
' I I I? I
1 I I
I I I I I ! I
1 I

1 1 1
1 1 1 !
! I 1 1 1! 1
' I I I t
' 1 1 1 1 1
? I
! I f i
I l
i i i
I I I
i I! I I
i l l
i! 1 I 1 t I

I I I I I I I
l
I i I,
! l i t
! ! I I I I I! I j l! l i I
. i I I I I
1i
1 1 1 1 1 1!! i t .? !! i I I
Iti ! 11 I
? j l l j l l! I ?
!i jl
I I I I I? i i! I I i i I t
!Ili!
i l l 1 1! I l l! I I l i

I I l l i l l l l i i I i
II ;IIII
i? 1 1, I I I I I I I I
1'1 1 I i i! i l!
I11I t1
I I I i I f
I I I I I I 1 1! 1 1 ! I I I I l l j l I I I I l i l i l( I f I I I I I I
I! -I I I I I
! I l l l l j i.l 1
I I I ,I I ! I I I I! I I
I! j ! I!
I I I I i I l l i l I
I! I I I i i i
! I I I I.
I I I 1 1 1
I Ill at I
I I I I! I I I i i i i ! I I I I ! '! I I!! i l l l! I I I I I! 11! I I I I 1 1 1 1
1 I I t i
1111 1 III !i iii I! I I ! II! 1 llli I
1 III iII
I I! 11 4 I I I I 1 I i l I I 11 I 1 i l I !! j I!! I l i l l I I I I I I I I .I t I t l
! I I I I I l l l i i i !! 1 I! I I I I, 1! i I I I I I I '! ! !?! I I I I ! 1 I I! 1'I I .r
, , I I
I i I` I I i I I I I I I I I I I t 1! I I I l i i
' it I I I! I 1
i I i I
I' j 1 ! I 1 1 1! i j I! I I+! I '! ! + I I I I
l I I
?
r
i I !! + I I I I I ? i .,
! i l l i t 1 1 1 l i l
t !
i I I I I ! I I I I i i l l l l i
i
1 t
l l l
i I I I I l i I
i l l I i
i l l
t l i;! i ! I I l l i l I i l i i i l l j j! t i I I! I I l l i i i l l i! i! ?!
-: J?l I i i i ; I I! i i ! I I I i I I i l l ': j? l !. 1 1 1! i? 1 1 1 I j l i l! ! 1 1 1 1 1 I I l i l l! I I
I I I I I I I !! I; i i l 1 I I I I I I i l i l! I t l i I l i! 1! I I I 1 !! I . I I I I! i
i I l i I I I I? ! I ! ! I! !! I I I I i! j I I t j l! I j I I I! I I! i i
I I I I 1 1 f i i i ! I I I I I I i i I I' I I ! I i i I ' a i l I I f
I I l l l i j l l !! ! I I I I I I! I I I I I I i( ' I! I I i ! t I! t I' i l I
I ! I I I I I I I!! I I ! I I! I l l l l i l I t! t I ! I I I i t I
I r7. I ' I
k%
l i i! I I! 1 1 1 I I '! t i! I I I I I I I I
-
- I I! i l; I i i! I ! i 1 1 1'! i i ' I I I I i I I I! I
' I I I I i 1 1 ' I I I! I I I I i
1
1 I 1 1, I I I i+ I I! I 1 1 I ' I
l
i l t i I I I I 11 I I I 1' I I I I 11 i I t i l l I I
I ' i t I I I ! t I ! '1 i!! l i i l j l I i ! i l?! I I I I I I ! i l I i I I! ! !
it I l
- I I I I' I I i i i I I I I I I( I I I I I i I I I I I i i
! i I I t I i! I i l i t I l i! I! l i i l l! i i I I i i l l I I I I ! "t i I . f !! I
i I I 1 I I I I I ' r i l l I i t
41 ! ! ?1 I ! I i t t I I ' I I I I• I' i l 11
I C I I i i i ' i I I I I 11 1' i ! I t i t j ! I I t l I I ! I I I I I
I I I I j
I .I i I i I I I I I F i ! i t ! l i l i I ! I ! ! t I i I t I ! I I I i t•'
I '!
I I I I ! I I !' i! i l l! I I t i I I I I ! f I ' i I i 1 1 1 I I I I I I
i I 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
Conducted By 61f& Oe.
Drawn B y s c ?Y , -Z L-fy
County S?
Name LAAMMAPV C/? AO,4-rj
Fodsti ncy Road _
zo ... -?
New Road
Prop edso R/W
...- 1 e?/ )?.S i7
Ddstina Pipe
L - - - -J -
New Pipe
I
Center-Line
1
Shit-Of h?
Date `f -2?, obi

OVA
;
= C 4J

I _-
1-
4'= ? :.
4- mil
( I i 1 I I I I I
! I I I I i I
I I + i !+!! i ! I
t! 1 1 ! I !!!
I ! i ! I I! I;
1 'J I I I ! :f-1. 1
I I' I I I I
I - I I I I i I t I 1 I t l t •t - I f
I , I I I I I I I I i I f. t
F- I I : I -1'• -f 11 -' 11 '• -11 1 1 1 1 1 _ i 1 : 1 I I i I I
- 4-1 .1
-.1 1
+!
1
t l I
I I .I I! I i
I I f l
! I I
I i
I
I: -
,-

- .
-
'.1
. I
t ! I
I 1 ( a
I
I I! I' 1
1 1
1 I I N 1
-1 I I= I. 1 1 1 1 I I
11, 1 I I i .l I J

_ - ' - - I 'I I 1 -! 1

! 1-4
? It 1 -1 -'1 1 == -1-.1 1 1 .1 1 I I 1.1 1 1 1 1 1 1 I
I I
! i ! ;1 1 1 I t ! 1 !; t +' t l i I I - y
It
I ! i I till 1 I
1 I I 11
I I ! I I I- 11 I 1 !
- -
- I I I I I - .! ;
i !! t ! 11 1 1 I I 1 i t l i I ! -I
l
1! I ! 1
I ; f
1 1 i I ! I I I I I 1
1 ! I I I 1 1 f i
1 1 1! I 1 i I 1 1
1 1 1 1 1 i 11 1 1 I I 1 1 I I I l l!
1 1 I + I!
I t I I t l l I I I I I I!!: t e l l i t I t t+ i l I I l i
I l i l t I I I I 1 1 I l i i l! ; I; I t l i I l i+ l l! I! I 1 1 1 1 1 1 I I i t I i I l i i!' 1
! I 1 1 1 i!!- I I 1 1' I 1 1! 1 1 1 1 I I! I I I i l l l ! I I I I I! l i l
ill I
1
ti
1 1 - i l t l I I I I.I 1 I! I I! I 1 1 1 1 i i l! I I I I I 1 1 1 1 I ! l i l i l l I I I I I ! !
! ! ?!! I I! .i I I I i I I i I 1 1 1! 1! i i l i I l l l i l l i t 1 1 1! i l 1 1 I I I I i l i f t
1 I I! 1 I I I ! I i I 1 1 1 1 I!! 1 1 ! I l l i l l l i i l l l l i! I I 1 1 1! I I I I I 1 1 1 I i i
I ! I i i
+
I t !
-' ! i ! I ! I I
! ! I I ! ; I
! ! ! 1 1 + ! +
I I I I I
I 1 1 1 1 ! 1
1
! I
=i' t I-I I I 1 1 : i 1
1 r I i l I i! I I-! !! I i i f !! I! I I l i 1 1 1 11 I 11 I l i!
I ! I I ! 1! 1 1 1 1! 1 1 I l i l 1 1 1 1 1 ! !! i t f I I i l i 'I ! i .I I !! i i! I l i l 1'! ! l i 1 ,r I
I i i l i I I! I- i l l I i! I l l i l l l! 1!! i l i l l t l! l i! I I l i l l i l! I I l l- 1 I t l' I!
! I I I!?! t! i l l l i t I I I I I i l l ! I i!' .: ! I I i I!! I , I l i l i! 1? i t I f i
I I I I i l l l i l 1! i I I I! I I! I t l!! I I I i I I! i+ I!! i I 11 1 i I i i I I 1 1 I I l i! I t
I :; I I i i! I I! t !!! I I I t i i I l; 1 i+ t l i t! I t l+! I I l l l l t! I 1 I I I I i I l i l i
- .J -l i l i i l I ! I i I I 1 I I I; I l l i l!! i I l i l i l l l l i l;! I I j I! I l l i l 1 1 1 I t t t
I t I
! I I I! I '. I I' i I I I t l l l i f i l i l E i! i ! I i l+ l l t I i I! 1 I I! i it i t , I 1!
i I I I I! i ! ; t! + ! I t l l I l l i I i i l l I i!! l i l I l t t+ i l l I I 1 1 I I! I! i i
+ 1! I I I t!! i l I i I I I i I i I! ; i f 1 1 ; 1 1 i i!' 1 1 1 1: 1! I I I t + t l l I I i' I!
I 1 I+ y l I•I I !! I ! I I I! 1 I i i! I; i!; !?!! I i I 1 1 I !! i! I i
1 i 1 1 I! I I I i i! i!
1-/ Vj +?I I!
t' j ! i+ I I I I I! I I I I' i I .: !
I I ! I I I I I I i! i I I I I l i i+ i; t 1!! I i l! i I I I I!; l i l I I 1( 1 1 I i 1 1! 1
: I l l l i l 1 7+ t 1! I! I I l l i t I l i l l i? i I i! I l t i! i! I 1 1! '+ j! I I t l! I I t ' I I'
I i I !( ! i 1 t t i ! + i I I I I I! i l ! i ! I! I? I I I 11 I i I I I I I •! i'
! i !+ I 11 ! ! i i l I I I "1 ! i l i l i i l l l I I! l i t! I I t I I
I l l l i f I l i l l i l l I I I I I 1 1 1 l i l i t I; i! I i t! 1?! I I I 1 1+ 1! I l i I I i I? 1 1 ! l i'
i l l ! I I i! I I I! t! I I l i I I I I I I I! i i; l i l i i I l i l I I I I I+ ' 1 1 1 1 1 1!
i i I :! I 1 1 .I ! i l l i! i ., 1- i
1 I; ! I
!? ?
- I t
?? i I
i l l! I I
! ! I
I
I I I l j l l
+ i I I + ' i I
t 1 i
! 1 1 1 i i ?
I I i I I I i l?
? I I I +
1
I I I
I I i 11
I .r i i i i l I t f j! + !! I l i t l
' I! 1
i i I !
I i I i+
I I I I
I I 1 1 1 ! !• ? +
I I I i i I_ I I! 1 1 1 ! i i l f i i i l ! i t i l l !! i i I! I I I I t i l I i I l l l l i ? l i i l I
Note:
Tcmporary erosion control
devices not shown, but will
include temporary silt sm=,
rock che, - dams and silt
basins, as needed.
t
Survey Date J- /l- UZ
Conducted By_C4?, PK 136
Drawn By ( /), /)a 1,4-
v

z z - - i

z
v
z ? 'n p

V -.

lA I I I ! ! I ll 1 1 1fi I 1 1 I i i I I _ t - !'
I

!zi
4
Cm IV
IT \ .a

?
1 ? ? I I I i ! ICI 0: ;,,{>•. ? ? .•}• - I ? iO - T

77 -
1 1 I 1 1
I

1
l a
I
I

z

i
l
' 1 i I i 1 '
- i

_ i
i
4

lv -

w
c
N
r
i
?-i
ti
G:
n`
G
SO q
T ?
I_
I _
t
a°
ry ,t
t
I

C
i
JJ?
f
t
u?.

?? C _
?

? 111
I
i ,

i

? , l l

A
_

_i
t
1

1
f
t
I
T a
?I
CIE
t
, I
)Yi f
f
i ?

TopoZone - The Web's Topographic Map Page 1 of 2
meters ? _ ,
miles
http://www.topozone.com/print.asp?z=17&n=4041120&e=461065&s=25&symshow=n 5/29/02
0 Soo 1000 Ism 2000
1.
s
v
3.
=1 I

4.
uZ WOO
5. ?` ;; ??
Photo #1- Inlet view of wet pipe carrying Silas Creek at station 2+18 on SR 1541, Ashe County.
Photo #2 - Upstream view of Silas Creek taken at station 2+18. Wet concrete appears to have been poured
over rip-rap at the corner of the church some time ago in an attempt to stabilize the stream bank.
Photo #3 - Buffer zone encroachment area from station 4+00 - 2+00 (UT to Silas Creek).
Photo #4 - Inlet view of wet pipe at station 18+67 (UT to Silas Creek) on SR 1541, Ashe County.
Photo #5 - Inlet view of wet pipe at station 85+12 (Old Field Creek) on SR 1541, Ashe County.
t
Q
i fli
2. :_