20010854 Ver 1_Complete File_20010606

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Michael F. Easley -
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
June 11, 2001
Yancey County
DWQ Project No. 010854
SR 1388 (Elk Shoal Creek Road)
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. Roger D. Bryan, Division Environmental Officer
NCDOT Division 13
P.O. Box 3279
Asheville, NC 28802
Dear Mr. Bryan:
You have our approval, in accordance with the attached conditions and those listed below, to impact 135
linear feet of unnamed tributaries to Elk Shoal Creek in order improve SR 1388 (Elk Shoal Road) in
Yancey County. The project should be constructed in accordance with your application dated 4 June
2001 (received June 6, 2001). After reviewing your application, we have decided that this fill is covered
by General Water Quality Certification No. 3289 corresponding to the U.S. Army Corps of Engineers
Nationwide Permit Number 14. In addition, you should 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 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. 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 as otherwise determined by the North
Carolina Wildlife Resources Commission, to protect the egg and fry stages of trout from
sedimentation during construction.
2. . Sedimentation and Erosion Control Guidelines for Sensitive Watersheds (15A NCAC 4B .0024) must
be implemented prior to any ground-disturbing activities to minimize impacts to downstream aquatic
resources. Temporary or permanent herbaceous vegetation should be planted on all bare soil within
10 days of ground-disturbing activities to provide long term erosion control.
3. Culverts required for this project shall be installed in such a manner that the original stream profiles
are not altered (i.e. the depth of the channel should not be reduced by a widening of the streambed).
Existing stream dimensions are to be maintained above and below locations of culvert extensions.
4. All work shall be performed during low flow conditions.
5. All mechanized equipment operated near surface waters should be regularly inspected and maintained
to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic
materials.
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
Page 2 of 2
6. The presence of equipment in the channels must be minimized. Under no circumstances should rock,
sand or other materials be dredged from the wetted stream channel under authorization of this permit,
except in the immediate vicinity of the culverts.
7. Mowing of existing vegetated buffers is strongly discouraged, so that they may be utilized for storm
water sheet flow.
8. Use of rip-rap for bank stabilization is to be minimized; rather, native vegetation is to be planted
when practical. If necessary, rip-rap should be limited to the stream bank below the high water mark,
and vegetation should be used for stabilization above high water.
9. Rock silt screens at culvert outlets should be removed at project completion.
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 919.733.1786 or Mr.
Mike Parker of the Asheville Regional Office at 828.251-6452.
Sincerely,
rr ' to PI
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
NCDWQ Asheville Regional Office
Central Files
File Copy
1SS??®
STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR
PO BOX 3279, ASHEVILLE, NC 28802
June 4, 2001
SECRETARY
Mr. Steve Lund
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
Subject: Nationwide Permit #14
SR 1388, Elk Shoal Creek Road
Yancey County, NC
Dear Mr. Lund:
0 1 06 5'
I have enclosed a straight-line diagram with erosion control plan, a PCN application for
NWP #14, and a location map relative to the proposed project on SR 1388, Elk Shoal
Creek Road, Yancey County, NC. .
Elk Shoal Creek Road is currently a 12-14 feet wide gravel road. Division of Highways
plans to pave the road 18 feet wide and increase the typical section. Grading will be light
to moderate.
We propose to extend eight existing culverts on eight UT's to Elk Shoal Creek. Total
culvert extensions will be 135 linear feet. Existing channel morphology will be
maintained upstream and downstream of the culverts. The culverts will be placed below
existing streambed elevation. Riparian vegetation will be reestablished along disturbed
areas associated with the culvert extensions. Stormwater will be diverted through grass-
lined ditches or vegetated buffers prior to entering streams.
No significant effect on federally listed species (threatened or endangered) or their
habitats is anticipated.
By copy of this letter, we request Owen Anderson, North Carolina Wildlife Resources
Commission Mountain Region Coordinator, to comment directly to the Corps and the
Area Roadside Environmental Engineer concerning the permit request.

Mr. Steve Lund
Page -2 SR 1388, Yancey County
June 4, 2001
By copy of this letter, we are asking Ed Ingle, Area Roadside Environmental Engineer, to
comment on the above project. Temporary encroachment into the buffer zone of Elk
Shoal Creek will not be required for the project at the following stations: 12+00 to
16+00, 18+00 to 47+00, 50+00 to 74+00, and 86+00 to 100+00. Total distance of the
encroachment will be 6,100 linear feet. The stream is classified as trout. A buffer
variance will be required from Division of Land Quality.
By copy of this letter, I am forwarding seven (7) copies of the application package to
Cynthia Van der Wiele, NC DENR, Division of Water Quality, 401/Wetland Unit for
review and comment. A S200.00 check is enclosed for application processing. Please
forward comments directly to the Corps with copy to Division 13 Environmental Officer.
Your earliest consideration for this request would be greatly appreciated. If you have any
questions or information needs, please contact me at [phone].
Sincerely,
p a???
Rogc,r D. Bryan
Division 13 Environmental Officer
Enclosures
cc: F. D. Martin, P.E.
K. A. Wilson, P.E.
Ron Brazil
Ed Ingle
Owen Anderson
Cynthia Van der Wiele
Office Use Only' r- ?Fonn Vcrsion April 2001
O .O v
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:
X Section 404 Permit
? Section 10 Permit
X 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 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
Owner/Applicant Information .
Name: NC Department of Transportation
Mailing Address: P.O. Box 3279
Asheville, NC 28802
Telephone Number: 828-251-6287 Fax Number:-828-251-6394
E-mail Address: rdbryan0a dot. state.nc.us
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:_
Telephone Number: Fax Number:
E-mail Address:
Page 1 of 3
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: SR 1388 Elk Shoal Creek Road
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Yancey Nearest Town: Cane River
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): SRI 388 is located off of US 19W
approximately 3.0 miles north of Cane River RUS 19.
5. Site coordinates, if available (UTM or Lat/Long): N/A
(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:
Existing secondary road
7. Property size (acres): 9.4
8. Nearest body of water (stream/river/sound/ocean/lake): UT's to Elk Shoal Creek
9. River Basin: French Broad
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at llttp://h2o.enr.state.nc.us/admin/maps/.)
Page 2 of 8
10. Describe the purpose of the proposed work: We propose to grade drain base pave and
install erosion control measures for SR 1388(Elk Shoal Creek Road). We propose to extend
eight existing culverts on UT's to Elk Shoal Creek. The culverts will be installed to insure
aquatic life passage within the streams.
11. List the type of equipment to be used to construct the project: Excavator, backhoe, and
trucks.
12. Describe the land use in the vicinity of this project: Rural, homes and wooded.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: No no future plans
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 Type of Im act* Area of Located within Distance to
Page 3 of 8
Site Number
indicate on ma) Impact
acres 100-year Floodplain**
es/no Nearest Stream
(linear feet) Type of Wetland***
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/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 (FENIA) 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
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0.0
Total area of wetland impact proposed: 0.0
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif
Sta. 21+41 Culvert 20 UT 1 to Elk Shoal Crk 1 ft P
Sta. 28+63 Culvert 20 UT 2 to Elk Shoal Crk 1 ft P
Sta. 37+73 Culvert 10 UT 3 to Elk Shoal Crk 1 ft P
Sta. 45+37 Culvert 15 UT 4 to Elk Shoal Crk 1 ft P
Sta. 58+09 Culvert 20 UT 5 to Elk Shoal Crk 1 ft P
Sta. 60+52 Culvert 20 UT 6 to Elk Shoal Crk l ft P
Sta. 66+61 Culvert 10 UT 7 to Elk Shoal Crk 1 ft P
Sta. 81+02 Culvert 20 UT 8 to Elk Shoal Crk 1 ft P
* 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
k%'N%%v.usg ov. Several intemet sites also allow direct download and printing of USGS maps (e.g., wvv .topozone.com,
w\+w.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 135 feet.
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact Type of Im act* Area of Name of Waterbod Type of Waterbody _j
Page 4 of 8
Site Number
indicate on ma Impact
acres (if applicable) (lake, pond, estuary, sound,
bay, ocean, etc.
N/A

1:. -A - fln wr--t;- drr,toinn.
UUL
* List each impact separately and identity temporary impacts. tmPUGAN MUUUO,
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.):
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 Mininuzation)
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 secondary road must be improved to meet current safety standards for paved
roads The culvert extensions requested are the minimum necessary to establish an appropriate
typical section for the roadway. Riparian vegetation will be established on disturbed areas
associated with the project construction. The proposed impacts are on small spring fed streams.
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.
Page 5 of 8
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
llttp://112o.enr.state.ne.>.ts/ticwctlatids/strmaide.litnit.
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 1,tty:112_o.enr.state.nc.LlS/WQ11indeex.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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Page 6 of 8
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes X 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 X
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No X 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 3u tcet perpenaicuiar rrom near oanK UL Ula7llllk
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.
Page 7 of 8
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.
The existing compacted gravel roadway acts as an impervious surface. Paving of the roadway
should eliminate sedimentation from fines associated with gravel surface treatment. The
roadway surface will be 3.8 acres of the 9.4 acres of right of way. Stormwater will diverted
through settling basins or grass lined buffers prior to entering the streams.
XI1. 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
MI. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (I 5A NCAC 2H .0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application?
Yes ? No X
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).
With regard to hazardous spill basins, the road is not classified as an arterial route, therefore
hazardous spill basins are not required.
App ?Oant/Agent's ?&ature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.
Page 8 of 8
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Vicinity Map: SR 1388, Elk Shoal Creek Road, Yancey County, NC (Bald Creek
Quadrangle, Scale 1:24000).
N.C. DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY
SUBJECT: -5R 13 88 ELK S HOA L CREE K -?aA D
LOCATION: FRoM u.s. lc ?w Tc? F.o. M.
WORK TYPE: GRAx , 3A5F., PAVE. 4 DRAT -1
WORK ORDER: PRIORITY:
COUNTY: Ya?xc- Y TOWNSHIP: CANS. -RivEP)
DATE: 5-29-01 SCALE: "=SO'
NOTES: 4s` -R/w
91 ?-5'= 1.73 m iLe5 PREPARED BY: W.E.L.

PIPE DATA SR# 138& CLK s Hoq REEK OA
CO- YAK?CE WORK ORDER
STATION PRESENT SIZE PROPOSED SIZE NOTES
13+55 1-I5" mP D1 t?l?"?E
2-1+41 W- 18" Crv)p Cgo5s ?I PF
2 2 +- 43 2o'- 1 5,, m
2-2+84- 2o'-I5" P DR WY PIPE
2.8 + I 2s'-( " m PIPE
28+1,)3 '-I "Cm a - J "cn> CROSS
34 +p '- S IP
3 +7 3 4'- 18" M -fio_ „ C/y1 C P
3 + 14- P-'- MP 7) R wY
+ 2cf 30'- " e I F-
4 +3 3S'- " rN P -56)1- 2 CnIl p oss P
4-5+4 Z4" L 5TI -pipe
W I' 3RAN 'i?1
+ 0'-24" PLASTIC C o5 P
I+ 2'- „ M P Ex 10' P05 5 P
51+(. so'- B"Ctvlp/PLA5. 5U'- 5" MP T)Rvvi( P -r
S +34 24 C '- mP ix 7:MLET CROIS5 PIPE
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+ '-
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POLE DATA NPN 61-03447
PROJECT S F,1388 CL K S HOA L CR. U.COUNTY YANCE Y Sheet 1 of r
OWNER OF POLE LINE "?. } F_.A. l VEp_1 zo)3
DIST. FROM CENTER
PRESENT ROAD DIST. FROM CENTER
PROJECT DIST. CENTER PROJECT
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STATION POLE
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( S.B. 5 )
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NOT TO SCALE
CHECK EVERY STORU EVENT AND
CLEAN OUT WHEN HALF FULL
600 CUBrC FEET PER ACRE
LENGTH OF DISTURBED AREA 100'
3' 14,
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DESIGN FOR SILT BASIN
3, 71
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21 1
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3'
2?
( S.B. 28 )
11*1
LENGTH OF DISTURBED AREA 300'
LENGTH OF DISTURBED AREA 200'

LENGTH OF DISTURBED AREA 400'
EROSION CONTROL
DETAILS AND SPECIFICATIONS
Std. #
245.03 Temporary Silt Ditch---------------- T S D
245.05 Temporary Diversion-------------- -- TD
893.01 Temporary silt fence------------- FPr E}}
890.05 Temporary Slope Drain with Earth Berm-----
245.01 Silt Basin Type A------------------------------ -?
245.02 Silt Basin Type B------------------------------
892.04 Temporary Rock Silt Check Type A-----------
895.10 Temporary Rock Silt Check Type 8-----------
892.01 Temporary Rock Sediment Dam Type A-------
892.02 Temporary Rock Sediment Dam Type 8--------
897.01 Rock Pipe Inlet Protection-------------------- -
Pipe Outlet Energy Dissapator -------------- ad
894.01 Rock Silt Screen ------------------------------- IYA 177
245.04 Stilling Basin------------------------------------
Rock Inlet Protection:
896.01 Type A--------------------------------------- A LU
896.02 Type B--------------------------------------- B LU
896.03 Type C--------------------------------------- C
Erosion Control Matting--------------- ECM
Fiberglass Roving---------------------- FGR
ROADWAY DITCH AND MEDIAN LINING GUIDELINES
Percent of Grade Type of Limn? Recommended
0
Scraw and Tack
2 --Erosiori. Conrrol Maccinc,
3
Synchecic Roving
5
grearcr Scone
VIII- 2 Mirrh 100.1
EROSION CONTROL PLAN SHEET
Silt fences and temporary silt ditches shall be installed after clearing and
before grading.
Temporary stone ditch checks shall be installed as soon as ditch-line is
established.
Pipe outlet and inlet protection will be done as soon as the pipe is installed.
Silt basins (Type B) will be constructed to the dimension of nine feet by
three feet by two feet unless otherwise noted on plans. (See SB-9 on
dimension sheet)
Seeding and other permanent erosion control measures are to be
implemented as soon as practical.
Temporary rock silt checks (Type B) will be spaced as required by percent
of grade.
PIPE INSTALLATION NOTES
1) Install erosion control devices. In streams, where necessary, rock silt
screens will be used.
2) Remove material and existing pipe while limiting, as much as possible,
material and sediment from entering the stream and/or escaping from the
project.
3) Prepare pipe foundation while again taking care to limit, as much as
possible, material and sediment from entering the stream and/or escaping
from the project. Where possible, new grade will be below the existing
streambed. If needed, bedding material will be clean stone.
4) Place the new pipe and compact backfill.
5) Install slope protection on outlet and inlet ends of pipe. Also complete
installation of erosion control measures and perform maintenance as
needed on existing measures.
6) Establish permanent vegetation as soon as possible.
KATH E Y BARRET1'
279 - 5'7q
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IFLORAL CITY) FL.. 32143to
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30"-15" CMP
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1=LOIRAL_ CITY, ?7L. 32L3e
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RT. 4- Box I L 3
L&RNSVILLE NC, 28714-
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STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR
PO BOX 3279, ASHEVILLE, NC 28802
June 4, 2001
SECRETARY
Mr. Steve Lund
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
Subject: Nationwide Permit #14
SR 1388, Elk Shoal Creek Road
Yancey County, NC
Dear Mr. Lund:

I have enclosed a straight-line diagram with erosion control plan, a PCN application for
NWP #14, and a location map relative to the proposed project on SR 1388, Elk Shoal
Creek Road, Yancey County, NC. .
Elk Shoal Creek Road is currently a 12-14 feet wide gravel road. Division of Highways
plans to pave the road 18 feet wide and increase the typical section. Grading will be light
to moderate.
We propose to extend eight existing culverts on eight UT's to Elk Shoal Creek. Total
culvert extensions will be 135 linear feet. Existing channel morphology will be
maintained upstream and downstream of the culverts. The culverts will be placed below
existing streambed elevation. Riparian vegetation will be reestablished along disturbed
areas associated with the culvert extensions. Stormwater will be diverted through grass-
lined ditches or vegetated buffers prior to entering streams.
No significant effect on federally listed species (threatened or endangered) or their
habitats is anticipated.
By copy of this letter, we request Owen Anderson, North Carolina Wildlife Resources
Commission Mountain Region Coordinator, to comment directly to the Corps and the
Area Roadside Environmental Engineer concerning the permit request.
wMaJ
?ECIVED
Mr. Steve Lund
Page -2 SR 1388, Yancey County
June 4, 2001
By copy of this letter, we are asking Ed Ingle, Area Roadside Environmental Engineer, to
comment on the above project. Temporary encroachment into the buffer zone of Elk
Shoal Creek will not be required for the project at the following stations: 12+00 to
16+00, 18+00 to 47+00, 50+00 to 74+00, and 86+00 to 100+00. Total distance of the
encroachment will be 6,100 linear feet. The stream is classified as trout. A buffer
variance will be required from Division of Land Quality.
By copy of this letter, I am forwarding seven (7) copies of the application package to
Cynthia Van der Wiele, NC DENR, Division of Water Quality, 401/Wetland Unit for
review and comment. A $200.00 check is enclosed for application processing. Please
forward comments directly to the Corps with copy to Division 13 Environmental Officer.
Your earliest consideration for this request would be greatly appreciated. If you have any
questions or infonnation needs, please contact me at [phone].
Sincerely,
Rog ED. Bryan
Division 13 Environmental Officer
Enclosures
cc: F. D. Martin, P.E.
K. A. Wilson, P.E.
Ron Brazil
Ed Ingle
Owen Anderson
Cynthia Van der Wiele
Office Use Only: Fenn Version April 2001
USACC 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:
X Section 404 Permit
? Section 10 Permit
X 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 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: NC Department of Transportation
Mailing Address: P.O. Box 3279
Asheville, NC 28802
Telephone Number: 828-251-6287 Fax Number: 828-251-6394
E-mail Address: rdbryanPdot.state. nc.us
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Pagel of 8
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: SR 1388 Elk Shoal Creek Road
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Yancey Nearest Town: Cane River
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): SRI 388 is located off of US 19W
approximately 3.0 miles north of Cane River (a,US 19.
5. Site coordinates, if available (UTM or Lat/Long): N/A
(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:
Existin., secondary road
7. Property size (acres):
9.4
8. Nearest body of water (stream/river/sound/ocean/lake): UT's to Elk Shoal Creek
9. River Basin: French Broad
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at Imp://h2 o.enr.state.nc.us/admin/maps/.)
Page 2 of 8
10. Describe the purpose of the proposed work: We propose to grade drain base pave and
install erosion control measures for SR 1388(Elk Shoal Creek Road). We propose to extend
eight existing culverts on UT's to Elk Shoal Creek. The culverts will be installed to insure
aquatic life passage within the streams.
11. List the type of equipment to be used to construct the project: Excavator, backhoe, and
trucks.
12. Describe the land use in the vicinity of this project: Rural homes and wooded.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: No no future 121ans
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 Type of Impact* Area of Located within Distance to
Page 3 of 8
Site Number Impact 100-year Floodplain** Nearest Stream Type of Wetland***
(indicate on map) (acres) (yes/no) (linear feet)
N/A
List eacn impact separately and identity 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 tloodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http:i%www.fetna.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0.0
Total area of wetland impact proposed: 0.0
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intennittent?
leasespecify)
Sta. 21+41 Culvert 20 UT 1 to Elk Shoal Crk 1 ft P
Sta. 28+63 Culvert 20 UT 2 to Elk Shoal Crk 1 ft P
Sta. 37+73 Culvert 10 UT 3 to Elk Shoal Crk 1 ft P
Sta. 45+37 Culvert 15 UT 4 to Elk Shoal Crk 1 ft P
Sta. 58+09 Culvert 20 UT 5 to Elk Shoal Crk 1 ft P
Sta. 60+52 Culvert 20 UT 6 to Elk Shoal Crk 1 ft P
Sta. 66+61 Culvert 10 UT 7 to Elk Shoal Crk 1 ft P
Sta. 81+02 Culvert 20 UT 8 to Elk Shoal Crk 1 ft P
* 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
w'ww.uses.km'. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
w-ww.mj2quc?t.cont, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 135 feet.
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact T e of Impact* Area of Name of Waterbod T e of Waterbod
Page 4 of 8
Site Number
indicate on ma Impact
acres (if applicable) (lake, pond, estuary, sound,
bay, ocean, etc.
N/A

-I.._i t_... .._.. ....r I:. ..:r.?.1 r.,• fll --.,tinn dredpinti?_
u ?•
* List each impact separately and identity temporary impacts. Ilnpdus I1wIUUC, UU,
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.):
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; secondary road must be improved to meet current safety standards for paved
roads The culvert extensions requested are the minimum necessary to establish an appropriate
typical section for the roadway. Riparian vegetation will be established on disturbed areas
associated with the project construction The proposed impacts are on small spring fed streams.
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.
Page 5 of 8
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
littp://li2o.enr.state.ne.us/ncwetlatids/stimaide.htm].
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 httP: /ih'_o.cnr.state. nc.us"\v!h%index.htni. 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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Page 6 of 8
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes X 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 X
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No X 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
Miti ation
1 3
2 1.5
Total
* Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
Page 7 of 8
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.
The existing compacted gravel roadway acts as an impervious surface. Paving of the roadway
should eliminate sedimentation from fines associated with gravel surface treatment. The
roadway surface will be 3.8 acres of the 9.4 acres of right of way. Stormwater will diverted
through settling basins or grass lined buffers prior to entering the streams.
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.
N/A
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application?
Yes ? No X
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).
With regard to hazardous spill basins, the road is not classified as an arterial route, therefore
hazardous spill basins are not required.
AppiVant/Agent's nature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.
Page 8 of 8
vn,
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leak :-Thun r-t
44 - E D ROJECT __ - = ` _ \-1_ _ - - - •`?'1?
s 4?\ o
` 1388 ` _ J?? _ 1 _ ( S' • - ,l` -C - ?a ??
'eM 1 244
-BEGIN?P-ROJEC
_- = I
asoo Elk
Iickrock
1 "r I v "? _ 1789 ?`?? M i
138
a3 -
-! - - _ - _
_ - ". -_ - _ -? ? \ ran ,?;,•
bb 2600
Vicinity Map: SR 1388, Elk Shoal Creek Road, Yancey County, NC (Bald Creek
Quadrangle, Scale 1:24000).
N.C. DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY
SUBJECT: -5R 13 88 ELK S HOA L CREE K -ROAD
LOCATION: FROM (-).S. 14 W Tv C.0. M.
WORK TYPE: GRAiY---,3ASF., PAVE 4 DRai,3
WORK ORDER: PRIORITY:
COUNTY: YA&c.Ey TOWNSHIP: CAMS, -?lvEP)
DATE: 5-?-9 -01 SCALE: ("=50t
NOTES: 4S` R/w
9125"= 1.73mile.5 PREPARED BY: W.E.L.
CL
PIPE DATA SR# 138& Ctx S Hoq REEK ROAD
CO. YAKW-E WORK ORDER
STATION PRESENT SIZE PROPOSED SIZE NOTES
13 +55 '- I5" rn P DR PIPE
I +4 '_ 8" cry) P 0' - l ''C/lIP
2 2 +- 43 2o'- I" M e
+84 20'-15" P DR Y PIPE
+ I 25'-? M I p

+p '' S PIP
3+ 7 3 4'- I M -50 - " C/n L p
3 -p-0, - MP T) R NY PIPF
+ 30'- P 055 I 1=
s t 3 SS'- " rn P 5) - CI1-q r osS P
4s+4 24" PL,9sTJC- P W 1' BRAN -n4ko
t '-24" PLASTIC C o5 P
+ 25, - " (11 P Ex lo' eas s Ire
s 1 +L-q so'- r?1P PiA5. 5U' - S" cm P w P _ F
s . +,?4 Z4 < '- " mP ix TM LC-- T C S API F
+-o4 3o' -1 " o l- "Cal CROSS PIPE
0+ 2 3(')'- nt 50- "0711 0

t (o ZS'-24" M P XT. lo' .t2" C PF--
74- + 3 ' - 15" cm Y I
7/ t( s T. 10' Ss IP
81-+o2- '-((A"fYl CP-h s PI pl;
r' O " M .M2ol ?f0? l " X11. P6 W1 1' P-ANCN THeo 1-I
io CMP PE W / I' fl KKJA HP-C
+ '- M S
t ' ' '` 5 P€

POLE DATA NPN 61-03447
PROJECT SP,1388 GLKSHOAL Cp_. ED,COUNIY YANCEY Sheet 1 of
OWNER OF POLE LINE }'R. G,q, / VEp- I Zo 1J
DIST. FROM CENTER
PRESENT ROAD DIST. FROM CENTER
PROJECT DIST. CENTER PROJECT
AFTER MOVING INN=
STATION POLE
NUMHER
LT.
RT.
LT.
RT.
LT.
RT. REMARKS
18+a 19' POWEP- •
7-7-f 79 ' -Pow. E
34+
pow
L
3e.4 9B '
'tOW. L.
- -Pow
+& + 7 24' 'Pow.
+9 4 5 5 aw.
+ I T N N&
I + o0 'Pow&-
4+s ' C)N-
+ 15' w P-
Pi + R3 i?? T ,A, ,-
21 ? 51
?Z
( S. B. 5 )
DESIGN FOR SILT BASIN
il
2'I
( S.8
=Z
(S
I x
2'
(S
ii
3'
1
I
2'
( S.B. 28 )
,?*l
LENGTH OF DISTURBED AREA 300'
NOT TO SCALE
CHECK EVERT STORU EVENT AND
CLEAN OUT WHEN HALF FULL
600 CUBIC FEET PER XRE
LENGTH OF DISTURBED AREA 100'
LENGTH OF DISTURBED AREA 200'

LENGTH OF DISTURBED AREA 400'
EROSION CONTROL
DETAILS AND SPECIFICATIONS
Std. # Description
245.03 Temporary Silt Ditch----------------
245.05 Temporary Diversion--------------
893.01 Temporary silt fence-------------
890.05
245.01
245.02
892.04
895.10
892.01
892.02
897.01
894.01
245.04
896.01
Symbol
TSD
--- TD
_Hi
Temporary Slope Drain with Earth Berm-----
Silt Basin Type A------------------------------ --O
Silt Basin Type B------------------------------
Temporary Rock Silt Check Type A-----------
Temporary Rock Silt Check Type 8-----------
Temporary Rock Sediment Dam Type A-------
Temporary Rock Sediment Dam Type B--------
Rock Pipe Inlet Protection-------------------- -
Pipe Outlet Energy Dissapator------------.---- ogro,
Rock Silt Screen-------------------------------
Stilling Basin------------------------------------
Rock Inlet Protection:
896.02
896.03
Type A--------------------------------------- A LU
Type 8--------------------------------------- B13
Type C--------------------------------------- C
Erosion Control Matting--------------- ECM
Fiberglass Roving---------------------- FGR
ROADWAY DITCH AND MEDIAN LINING GUIDELINES
Percent of Grade Type of Lirnincr Recommended
0
S Craw and Tack
2 --E-rosiori-Control Matting
3
A Synthetic Roving
5
greater Stone
VIII' March 1991
EROSION CONTROL PLAN SHEET
Silt fences and temporary silt ditches shall be installed after clearing and
before grading.
Temporary stone ditch checks shall be installed as soon as ditch-line is
established.
Pipe outlet and inlet protection will be done as soon as the pipe is installed.
Silt basins (Type B) will be constructed to the dimension of nine feet by
three feet by two feet unless otherwise noted on plans. (See SB-9 on
dimension sheet)
Seeding and other permanent erosion control measures are to be
implemented as soon as practical.
Temporary rock silt checks (Type B) will be spaced as required by percent
of grade.
PIPE INSTALLATION LITOTES
1) Install erosion control devices. In streams, where necessary, rock silt
screens will be used.
2) Remove material and existing pipe while limiting, as much as possible,
material and sediment from entering the stream and/or escaping from the
project.
3) Prepare pipe foundation while again taking care to limit, as much as
possible, material and sediment from entering the stream and/or escaping
from the project. Where possible, new grade will be below the existing
streambed. If needed, bedding material will be clean stone.
4) Place the new pipe and compact backfill.
5) Install slope protection on outlet and inlet ends of pipe. Also complete
installation of erosion control measures and perform maintenance as
needed on existing measures.
6) Establish permanent vegetation as soon as possible.
KATH E Y BARRET-r
279-57q
II ` (os SouTK RAY ?oIQT
VLORAL CITY) FL . 32631a
FALLOW
30'-15" CMP
SAmET KOH N E
Z47- 582
8521 EAST GoBBLER DRIVE.
1=LORAL CITYi ?7L. 32L3
FALLOW

CHARLIE ? SORMN3IE L. BRIGGS
?-2s
RT. ? BoX I ? 3
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