20040184 Ver 1_Complete File_20040206

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Coleen H. Sullins, Deputy Director
Division of Water Quality
March 2, 2004
Wilkes County
DWQ Project No. 040184
SR 1913 (Mining Ridge Road)
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. Mike Pettyjohn, P.E.
Division Engineer
N C Department of Transportation
Post Office Box 250
North Wilkesboro, North Carolina 28659
Dear Mr. Pettyjohn:

MAR 1 1 2004
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You have our approval, in accordance with the attached conditions and those listed below, to impact 140 linear feet of
four (4) unnamed tributaries to Elkin Creek (100 feet of new pipe and 40 feet of riprap) in order to improve SR 1913
(Mining Ridge Road) in Wilkes County. The project must be constructed in accordance with your application dated
February 4, 2004 (received February 6, 2004), including the environmental commitments made in the application
letter. Please note that Elkin Creek and its tributaries are classified as WS-H HQW waters at this location. After
reviewing your application, we have decided that this fill is covered by General Water Quality Certification No. 3404,
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 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.
Erosion and sediment control practices must be in full compliance with all specifications governing the proper
design, installation and operation and maintenance of such Best Management Practices in order to protect surface
water standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion
Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be
such that they equal, or exceed, the requirements specified in the most recent version of the North
Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all construction
sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits
associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Surface Mining Manual.
d. Any reclamation measures and implementation .lust comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act.
585 Waughton Street Winston-Salem, NC 27107 Telephone: [phone] Fax: [phone] Customer Service: 1-877/623-6748
.A. .
Mr. Mike Pettyj ohn, P.E.
March 2, 2004
Page Two
18. 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
parry 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 NCDOT is strongly advised to send in photographs upstream and downstream of
each structure 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. Cynthia Van Der Wiele at 919.733.5715 or Mr. Mike Parker of the Asheville
Regional Office at 828.251.6208.
Sincerely,
-Alan W. Klimek, P.E.
Attachment
cc: Wilmington District Corps of Engineers
Heath Slaughter, Division 11, DEO
John Thomas, USACE Raleigh Field Office
Wetlands/401 Unit
Winston Salem Regional Office
Mike Parker, NCDWQ Asheville Regional Office

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY P. O. Box 25201, Raleigh, NC 27611-5202 LYNDO TIPPETT
GovERNOR PHONE: [phone] SECRETARY
February 4, 2004
Mr. John Thomas
U. S. Army Corps of Engineers 04(3184
Raleigh Regulatory Field Office
6508 Falls of the Neuse Rd, Suite 120 WETLANDS/ 401 GROUP
Raleigh, NC 27615
Subject: Nationwide Permit 14 FEB 0 6 2004
SR 1913 (Mining Ridge Rd) WATER
Wilkes County, North Carolina QUALITY SECTION
Project Number: 11C.097065 (DWQ Permit Fee: $200.00)
Dear Mr. Thomas:
The purpose of this letter is to notify you of the fact that a 1.70 mile section of SR 1913 (Mining Ridge Rd) in
Wilkes County is scheduled to be widened and paved by the NC Department of Transportation (DOT) (see Site
Vicinity Map). The location of the roadway will not change substantially, but will be widened from approximately
16 feet to 20 feet. Consequently, the impervious surface of the roadway will increase 0.824 acres. This project will
require the replacement of four (4) culverts carrying four (4) different unnamed tributaries (UT's) to Elkin Creek
(Class: WS 11, HQW) as outlined below. Therefore, we are requesting that you respond to the attached Pre-
construction Notification Form (PCN) and confirm that the proposed activity is permitted under the Nationwide
Permitting system.
# Station
# Type of
Impact NW
# Existing Pipe Proposed
Pipe Channel ID Rip Rap
(ft.) Temp.
Impact
to Ch.
ft. Piping
Impacts
(ft.)
1 5+00 Pie 14 40'x48"-20'x42" 85'x48" UT 1 10 0 25
2 25+55 Pie 14 30'x36" 60'x36" UT 2 10 0 30
3 40+14 Pie 14 45'x18" 60'x24" UT 3 10 0 15
4 47+30 Pie 14 25'x18" 55'x24" UT 4 10 0 30
Total 40 0 100
Note a somewhat unusual situation exists at station 5+00 (see Attached Photos and refer to Pipe Data Sheet 1).
The 40'x48 culvert carries UT 1 under SR 1913. The 20'x42" culvert is located in a pasture, downstream from the
road, and was apparently installed to provide a way for cattle to cross the stream. To accommodate the widening of
the road and to allow for a reasonable slope, both pipes must be removed and replaced. Since the total new pipe
length will be 85 feet and the existing pipes total 60 feet, 25 feet of additional channel impact are needed. To
avoid removing the 20'x42" pipe, the roadside slope would have to be increased and therefore destabilized.
Furthermore, avoiding an impact to the 20' pipe is not a reasonable alternative since it would result in a 48" pipe
located upstream from a 42" pipe.
This project area was surveyed for the presence of threatened and endangered species on February 2, 2003. No
federally protected species or critical habitat was identified.
P. 0. Box 250, N. WILKESBORO, NC 28659
PHONE [phone] FAX [phone]

Mr. John Thomas
SR 1913 (Mining Ridge Rd)
Page 2
February 4, 2004
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.
The attached construction plan illustrates that the proposed environmental impacts have been minimized to the
maximum practical extent allowed by roadway safety standards. By implementing the NC-DOT Best Management
Practices (BMP's) during construction, the potential impacts associated with adverse weather will also be
minimized. Furthermore, the completed project will certainly reduce sedimentation currently caused by gravel
road run-off and ditch maintenance.
Seven (7) copies of this letter and PCN have been forwarded to Cynthia Van Der Wiele of the NC DENR, Division
of Water Quality for her review, and one (1) copy has been forwarded to Ron Linville of the NC Wildlife Resource
Commission. It is requested that their responses be mailed to our offices concurrently.
If you have any questions about the project, please contact me at [phone], or by email at
(SDRoberts@dot. state.nc.us).
Sincerely,
l
Steve Roberts
Environmental Specialist
Cc:
John Thomas, US Army Corps of Engineers (2 Copies)
Cynthia Van Der Wiele, Division of Water Quality (7 copies)
Mike Parker, Division of Water Quality (Asheville) (Courier)
Mike Pettyjohn, PE, Division Engineer
Scott Gallman, Assistant District Engineer
Briam Hamby, County Maintenance Engineer
Heath Slaughter, Division Environmental Officer
Neil Trivette, Roadside Environmental Field Operations Engineer
Ron Linville, Wildlife Resources Commission

Office Use Only: 0401 8 4 Form Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: ' NW 14
3. If this notification is solely a courtesy copy because written approval-for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: North Carolina Department of Transportation
Mailing Address: P. O. Box 250, North Wilkesboro. NC 28659
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [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:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
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
Pagel of 8

1
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 1913, Mining Ridge Rd.
2. T.I.P.1 Project Number or State Project Number (NCDOT Only): 11 C.097065
3. Property Identification Number (Tax PIN): N/A
4. Location - -
County: Wilkes Nearest Town: Pleasant Ridge
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): See attached Site Vicinity map.
5. Site coordinates, if available (UTM or Lat/Long):
Station 5+00 36.32235350N 80.9294682 ° 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/Agriculture
7. Property size (acres): Approximately 10.303 acres
8. Nearest body of water (stream/river/sound/ocean/lake): Elkin Creek (Class: WS II, HQ)D
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,,I
10. Describe the purpose of the proposed work: Grade, drain, base and pave.
11. List the type of equipment to be used to construct the project: Trackhoe/backhoe, dump
trucks and motor grader.
12. Describe the land use in the vicinity of this project: Residential/Farm
Page 2 of 8

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:
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.
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
feet
Type of Wetland***
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://wwlv.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.)
Page 3 of 8

List the total acreage (estimated) of existing wetlands on the property: NA
Total area of wetland impact proposed: NA
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear
feet
Stream Name** Average
Width of
Stream Before
Impact perennial or
Intermittent?
(please specify)
Station No. 5+00 Pipe Replacement 25 UT#1 to Elkin Creek 4 feet Perennial
Station No. 5+00 Rip Rap 10 UT#1 to Elkin Creek 4 feet Perennial
Station No. 25+55 Pipe Replacement 30 UT#2 to Elkin Creek 3 feet Perennial
Station No. 25+55' Rip Rap 10 UT#2 to Elkin Creek 3 feet Perennial
Station No. 40+14 Pipe Replacement 15 UT # 3 to Elkin Creek 3 feet Perennial
Station No. 40+14 Rip Rap 10 UT # 3 to Elkin Creek 3 feet Perennial
Station No. 47+30 Pipe Replacement 30 UT # 4 to Elkin Creek 1 foot Perennial
Station No. 47+30 Rip Rap 10 UT # 4 to Elkin Creek I'foot Perennial
Refer to the cover letter for a more detailed outline of the proposed impacts.
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.sov. Several Internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 140 In. ft.
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
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
NA

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: tilt, 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
Page 4 of 8

Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The existing _roadway must be widened to achieve an acceptable section width thus increasing
public safety. The existing pipes must be replaced for the same reason. By utilizing
the erosion control measures as shown in the attached drawings adverse impacts to streams in
the area will be minimized The replacement pipe lengths will be the minimum needed to safely
construct the widened roadway.
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.
Page 5 of 8

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.
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.iWu-rp/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been 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
Page 6 of 8

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 213 .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify . )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 teet perpendicular from near banx of cnannei; Lone 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 213 .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 0.824 acres. 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.
Page 7 of 8

XHL Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (I 5A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No E
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction, dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 8 of 8
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Name: THURMOND Location: 036.3276724° N 080.9232096°W
Date: 2/4/2004 Caption: SR 1913 Mining Ridge Rd
Scale: 1 inch equals 1600 feet
uopyngnt (u) is5a, maptecn, inc.
lit.
` ...
--

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Top and Bottom: Outlet view of wet crossing at station 5+00 on SR 1913, Mining Ridge Road,
Wilkes.

EROSION CONTROL DETAILS AND
SPECIFICATIONS
STANDARD DESCREMRON SYMBOL
462.0 1.?S?G1~i oIt).....Rip Rap Fill Slope Protection ........................
876.04 ....................Rip Rap Lined Ditch ..................................}
............. VIM/
1060.0,8:(5e9t gR)...Matting For Erosion Control .............
1605.01 .................. Temporary Silt Fence ................................. H!
1606.01 .................. Special Sediment Control fence ...................... .7p1-7c7-
1622.01 .............. Temporary Slope Dram................................
1630.02 ...................Silt Basin Type B..................................... Ezj
1630.03 ................... Temporary Silt Ditch .................................. -T S D
1630.04 ................... Stilling Basin.............................
1630.05 ..................Temporary Diversion................
1632.01 ...................Rock, Inlet Sediment Trap Type-A.................. :t oa a
1632.02 ...................Rock Inlet Sediment Trap Type-B................... ; tax 1 U
1632.03 ...................Rock- Inlet Sediment Trap Type-C.................. = Lcj: as .? C-
1633.01 ................... Temporary Rock Silt Check Type-A............... EM J
1633.02 ................... Temporary Rock Silt Check Type-B...............
1634.01 ...................Temporary Rock Sediment Dam Type-A.......... E
?
1634.02 .................... Temporary Rock Sediment Dam Type_B..........
1635.01 ....................Rock- Pipe Inlet Sediment Trap Type-A............ A:. UJ;
1635.02 .................... Rock Pipe Inlet Sediment Trap Type-B............ 8
1636.01 ....................Rock Silt Screen .......................................`-)
iJ
Small Stream or Branch .................................................................. . ..... - - - --?
...............................................
Pipe Outlet Energy Dissipater........... t
see*
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. 'I I 3A-57.
MANDATORY STANDARDS FOR LAND-DISTURBING ACTIVITY
Pursuantto G.S. !'13A-37 (3) .provisions for a ground cover.
sufti6entto restrain -erosion must be accomplished within -15
:working days*r30 calendar days following completion of
construction vrdevelopment, whichever period is shorter, except
.asprovidedin 1SANCAC4B.?0024 (e).
DESIGN STANDARDS IN SENSITIVEWATERSHEDS
P.ursuantto G. S. 193A-57:(3) provisions fora ground -rover
sufficienttoTestrain erosion must be.providedforanyportion =ofa.
sj- s = aiid-disturbing -PCOVit r iii 2 NQW zone m Win 13 working days or 30
- calendardaysfollowing completion of construction or
development, wdicbeverperiod is shorter- t
(3) All siltation and erosion control.devices shalt be prope6y.maintained until xio
ionoer:needed.
(4) On projects performed by D.0.T_ .aintenance forces; request will promptly
be Tnade to the Division Roadside Environmental Linitfor stage and
permanent seeding.
(S) Any -removal of siltation devices will be based on the condition of established
ground cover ofthat .area the device is serving.

CONSTRUCTION SEQUENCE FOR INSTA-UNG'ROADWAY CULVERTS
downstream measures such as silt check dams,
1 - Clear only enough area and install on plans.
silt screens, and basins as nDted 2 - E? cavate the Z 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 outletprotection and inlet protection as noted.
k

SAC ION 10 2,
RIP RAP ??'1 ATE -raLS
I042-1 'LAIN RIP RAP.
SLone DI' t)la.iI) r) I) I'tIv shall consisi o1 fie]d stone or I'Dtlgil unhe,:rn quarry'
sLDiie_ The stone s11all be souncl, tough, dense. resistant io Lhe action of air
and -va%er, .and suitable_ in all other I'esi)eCis oI- the Ullrpose iniended_
Mere broken concrete from denlolislied siructures or i)avement is.avail-
abl=itmay be used in place of scone provided that swell Use meeis with the
approval of ilie Ln c ineer.. I3vwever, il1e use of broken Concrete 11711X11
contains r-einforc.ing sieel will-not be uermAte:1
The s%one or broken concrete snall lie gyrat ed -Lo meet. ill` fD11 Owi-nC
requirements: :
I ForUass3 Rip Rap.-Si.onesllalIvarvin-weighiirom5t0200pounds.
AL 1?ast 30: pe?_cp_ni. of. ib' ioial weig1A of Alie rip rap- shall 'be in
_ . 1lZdli'1di1?1 piece ?;7eigI11I1? a.7711I113I7lln1 of -60 pOllnds ?Lcll_ 3?Iot more-
-- i112n 10- percelli, of ille total Teiglli of ille r1T) rap n1a37 hero i-Adividval
pieces %A,ei?11ing less than ? h ZZOL11ds ?acll_ •.
?.` For C1-??s -29 i?3 a?3_ Mane shall -vary In :ti?ei lli iI'om 25 io 250
.o.aI weignt 0 Et' Ine r3 _D ra_D.S be in
Dounds. A? le st fJ'0 Derceni of the 1 'hall
individual I)Ieces vveiJo i-I c a milninnuin of 100 pounds each- -Not more
than J T)LI'CeI)t UI Ville tU?r?'1 Vi1?I?z 01 the 3-li) I'2i? ?11aV J? in lncliv]dual
pieces GVe1ETll1n( less than 50 pounds each-

HIGH QUALITY WATERS
1. Uncovered areas are limited at any riven 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.

S.R. 19 12) County \n?TL??_S Sheet ?Of__1L
I?Tame>Ui?? ?soC,? Pc1• Date_io-S o3
Existing Road
- •- - - - - - _ ... r ... Cif AI ? 1 .aZO
New Road
Proposed R/W

Existing Pipe
I
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t- - - - - - -? I LO

New Pipe 7
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Center Line --Xs?TZ ti??o SXz rz =
4-o' Y.
4 8 "
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Ea.SrNt Zo'x`[
PIPE, FARll1fR U5lNb •_
At DRIVE P7it Te p11SYUR`' - QRoPoSED 2b`K /$rl --?- - - --
7o ?rYc DrPFER '_
r-A CO Or( I_N REPLACC WE
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i HAS 1?IPE SF?A?t ??jrE.
?NSyact.E? ?o•?sr6v? ??o Survey Date M-&-a3
TO uHE¢r Tic r1*MC*P5
AccEU is ALo^?? TO E s,,or,- Conducted B y 6N.,06-LAO
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S.R. 19 6 County _WL?- S
Name
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Survey Date Jo - t9 -,65
Conducted By GH• 08.• 1?D
Drawn By Loet (7f?
S.R. 1 9 13 County ???
Name Mst-az Na `ZT.oGr, W.
Existing Road

New Road

Proposed R/W - \ \

Existing Pipe \
L------j
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Center Line
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Date ?0-5-o3
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rock check dams and silt
basins, as needed.
Survey Date Ib-?- b3
Conducted By 61-1- D6. LO
Drawn By Loyt' "j'). DeJ
S.R. 1 9 13 County --v ?v-
,Tame MT w Im C 1IITZI ?.
Existing Road
New Road
Proposed R/W
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it
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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.
Survey Date /o -6 - 03
Conducted By rc • .08 c_-D
Drawn By LD?C D ???-
0 PIPF- I STATION I SI- CLASS PZMARKS
0 1 0+Z2 I ' x I" I R=_+Ai0
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