2004181 Ver 1_Application_20040204

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR
SECRETARY
PO BOX 3279, ASHEVILLE, NC 28802
February 2, 2004 0401-81
Mr. Steve Lund WETL4NDS 1401 CRpUp
US Army Corps of Engineers FEB
151 Patton Avenue, Room 208 4 2004
Asheville, NC 28801-5006 WATER
QUALITY SEC7701V
Subject: Nationwide Permit #14
SR 1446, Deacon Road
State Project No. 13C.100019(DWQ Minor Permit Fee $200)
Yancey County, NC
r?eaz Mr. Lund:
I have enclosed a straight-line diagram with erosion control plan, a PCN application for
NWP #14, and a vicinity map relative to the proposed project on SR 1446, Deacon Road,
Yancey County, NC.
Deacon 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 moderate.
We propose to extend one existing culvert on an UT to an UT to Bald Creek. Total
culvert extension will be 10 linear feet. Existing channel morphology will be maintained
upstream and downstream of the culvert. The culverts will be placed below existing
streambed elevation. Riparian vegetation will be reestablished along disturbed areas
associated with the culvert extension. A stream relocation will be performed on the UT
from Station 19+80 to 21+15. Stream dimension, pattern and profile will be similar to
the existing channel. Streambank reforestation will be conducted along the new stream
channel. Stormwater will be diverted through grass-lined ditches or vegetated buffers
prior to entering streams.
No effect on federally listed species (threatened or endangered) or their habitats is
anticipated.
Fp
Mr. Steve Lund
Page -2 SR 1446, Yancey County
February 2, 2004
As a part of the 401 Certification process, a copy of the application will be forwarded to
the NC State Historic Preservation Office as required by Section 106 of the National
Historic Preservation Act of 1966 and GS 121-12(a). The project has been previously
cleared by HPO (ER-03-2375).
By copy of this letter, we request that the North Carolina Wildlife Resources Commission
Coordinator, to comment directly to the Corps concerning the permit request.
By copy of this letter, we are asking Ed Ingle, Area Roadside Field Operations Engineer,
to comment on the above project. Temporary encroachment into the buffer zone of the
UT will be required. The stream is not classified as trout. A buffer variance will not be
required.
By copy of this letter, I am forwarding seven (7) copies of the application package to
Cynthia Van der Wiele, NC Division of Water Quality, 401/Wetland Unit and an
additional copy to Mike Parker, NC DWQ Asheville Regional Office for review and
comment. Please charge the application processing fee of $200.00 to WBS element #
130.100019. 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 A?
questions or information needs, please contact me at [phone].
Sincerely,
Ro er D. Bryan
' &f"k-
Division 13 Environmental Officer
Enclosures
cc: J.J. Swain, Jr., P.E.
Garry Moore PLS
Ed Ingle
David McHenry
Cynthia Van der Wiele
Mike Parker
Office Use Only' 040181 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:
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: 828-251-6171 Fax Number: 828-251-6394
E-mail Address: rdbryana 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.) N/A
Name:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 1 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 1446 Deacon Road
2. T.I.P. or State Project Number (NCDOT Only):I3C.100019
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Yancey Nearest Town: Swiss
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): SR1446 is located off of US 19
between the Swiss and Bald Creek.
5. Site coordinates, if available (UTM or Lat/Long): 35° 54'56"N 82° 26'19"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:
Existing secondary road
7. Property size (acres):
8. Nearest body of water (stream/river/sound/ocean/lake): UT to Bald Creek (Class C)
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 http:/lh2o.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 1446 (Deacon Road). We propose to extend one
existiniz culvert on an UT to an UT to Bald Creek. Total culvert extension will be 10 linear
feet. The culvert will be installed to insure aquatic life passage within the streams. A stream
relocation is also proposed for the UT to Bald Creek. The stream dimension, pattern and
profile will mirrored by the new channel. Streambank reforestation will be performed along
the 135 foot stream section. .
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, pasture, homes.
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 wth_._
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: 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.
Page 3 of 8
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/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://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 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 Im act Perennial or
Intermittent?
leasespecify)
19+79 Culvert 10 UT to UT to Bald Crk 0.5 ft P
19+80-21+15 Culvert 135 UT to Bald Creek 2 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
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.twozone.coni,
www.mapguest.com, etc.).
Page 4 of 8
Cumulative impacts (linear distance in feet) to all streams on site: 145 feet.
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 Waterbod
(if applicable) y Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation - N/A
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 consfrucfori-(e g., dam/embankment, ekcavation, 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 secondarv road must be improved to meet current safetv standards for Daved
roads. The culvert extension requested is the minimum necessary to establish an appropriate
typical section for the roadway. The stream relocation is necessary to avoid a residence along the
roadway. Riparian vegetation will be established on disturbed areas associated with the project
construction.
VIII. Mitigation - N/A
Page 5 of 8
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/strrnide.htnil.
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://h2o.enr.state.nc.ushvrp/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):
Amount of buffer mitigation requested (square feet):
Page 6 of 8

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)
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) - N/A
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 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 7 of 8
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
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 40% of right of way acreage. Stormwater will be diverted through
settling basins or grass lined buffers prior to entering the streams.
XII. Sewage Disposal (DWQ Only)- 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.
2/2
Appl' Ant/Agent's Tjgnature ( 'Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.
Page 8 of 8
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Name: BALD CREEK Location: 035° 54'55-6" N 082° 26'28.9" W ??ff
Date: 8125/103 Caption.: SR 1446, Deacon Road, Yancey County, NC
Scale: 1 inch equals 1000 feet
Copyright (C) 1997. Maptech. Inc.
Figure 1. SR 1446, Deacon Road (Station 19+79), Yancey County, NC.

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Figure 1.1. SR 1446, Deacon Road, Stream relocation area (Station 19+80 - 21+15), Yancey County,
NC.
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TYPE 1 STRFAMBANK REFORESTATION SHALL BE PLANTED 0.9m TO 1.52m ON CENTER. RANDOM
SPACING, AVERAGING L22m ON CENTER, APPROXIMATELY 6726 PLANTS PER HECTARE.
? TYPE 2 S111EAMBANR REFORESTATION SHALL BE PLANTED LSm TO 3.Om ON CENTER, RANDOM
SPACING, AVERAGING 2.4m ON CENTER, APPROUWATELY 1680 PIAVTS PER HECTARE.
? NOTE: TYPE 1 AND TYPE 2 STREAMBANK REFORESTATION SHALL BE
PAID FOR AS "STREAMBANK REFORESTATION"
ST Z REFORESTATION TYPICAL
TYPE II 1
(TYPE I

S1REAM2M'K REFORESTATION
M=W- TYPE. S= AND F MCIaSH SHALL CONFORM TO THE FOU. OVMG
TYPE 1
50% SALIX NIGRA BLACK WILLOW 300mm - 460mm BR
50% CORNUS AMOMUM SILKY DOGWOOD 300mm - 460mm BR
TYPE 2
25% LIQUIDAMBAR STYRAC LUA SWEETGUM 300mm - 460mm BR
25% PLATANUS OCCIDF.NTALIS SYCAMORE 300mm - 460mm BR
25% PRUNUS SEROT INA BLACK CHERRY 300mm - 460mm BR
25% BETULA NIGRA RIVER BIRCH 300mm - 460mm BR
2-ISEE PLAN SHEETS FOR AREAS TO BE PLANTED CCFidhhd c
e
STREANT MANK. REFORESTATION
DETAIL SHEET
N.C.D.O.T.- ROADSIDE ENVIRONMENTAL UNIT
i .1
N.C. DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY

STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
EROSION SYMBOLS
STD # DESCRIPTION
'45.03 TEMPORARY SILT DITCH ---------------------------------------------- Tso -----
45.05 TEMPORARY DIVERSION --------------------------------

93.01 -------------- --
TEMPORARY SILT FENCE --------------------------------------------- -TO --?
,,,
,90.05 TEMPORARY SLOPE DRAIN WITH EARTH BERM ----------------- ---
SILT BASIN TYPE A --------------------------------------------------------------- -?
45.02 SILT BASIN TYPE B ----------------------------
----------------------------------
92.04 TEMPORARY ROCK SILT CHECK TYPE A ------------------------------
95.10 TEMPORARY ROCK SILT CHECK TYPE B ------------------------------- -
92.01 TEMPORARY ROCK`° SEIAAENT DAM TYPE A -----------------------
92.02 TEMPORARY ROCK SiDIMENT DAM TYPE B ------------------------ -
97.01 ROCK PIPE INLET PROTECTION -------------------
-------------------------
94.01 ROCK SILT SCREEN --------------------------------------------------------------- -
45.04 STILLING BASIN --------------------------------------------------------------------- -®
68.01 RIP RAP ------------------------------------------------------------------
RR
0
DITCH LINER ------------------------------ ------------------------------ ?.
ENVIRONMENTALLY SENSITIVE AREA -----------------------------.
PIPE OUTLET ENERGY DISSAPATOR--------------------------------------- 10---
EROSION CONTROL MATTING ----------------------------------- ECM
FIBER GLASS ROVING ------------------------------------=------------ FGR
SILT CHECK DAM TYPE-A -------------------------------------------------------O
SILT CHECK DAM TYPE--B-------------------------------------------------------
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EROSION OONTROI, pLA N 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.
t
DESIGN FOR SILT
BASIN NOT TO SCALE
CHECK EVERY STORM EVENT AND
CLEAN OUT WHEN HALF FULL.
600 CUBIC FEET PER ACRE.
7'
(S-8.7 )
3p /??
91
=Irk\~'
( S.B. 9 )
LENGTH OF DISTURBED AREA 100'
3'?
14'
2'
(S.B.14 )
°I
(S-8.21)
28' _
LENGTH OF DISTURBED AREA 200'
LENGTH OF DISTURBED AREA 300'
LENGTH OF DISTURBED AREA 400'
21'
2'
e
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.
ROADWAY DITCH AND MEDIAN LINING
GUIDELINES
Percent of Grade Type of Lining Re
p commended
_ S traw and Tack
• 2 ..girosi06 Conrr . .... _:. _ _. .
of Marring
3
4 Synrhetic Rovin,
5 ------
greater ;' Stone

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March , 1993

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TEMPORARY SILT DITCH:
----- TSD
A temporary silt ditch shall be used in place of silt fence in many situations.
Temporary silt ditches shall be used at the toe of fill slopes to divertrunoff into
sediment basins, temporary rock sediment dams, temporary rock silt-dhecks and/or---
other sedimentation control measures. Tem or
ft: deep, 2:1 side slopes with an optional earth bermilt ditches are approximately 1
AREAS OF USE:
• Toe of fill slopes where fill exceeds 3 ft in vertical height.
• Along streams to intercept flow and/or divert to a controlled outlet.
?i
DTI March, 1993
•e
TEMPORARY SILT FENCE:
A temporary silt fence is commonly used at the toe of a fill section to prevent off-
site sedimentation. It is made of permeable filter fabric buried at the bottom;
stretched and supported by steel posts. The silt fence reduces the water flow while
retaining the sediment. They may also be used to divert water flow to protected
outlets. Silt fences need to be checked after each significant rainfall to ensure there
effectiveness. They must be maintained on a regular basis. Silt fences shall not be
installed across streams, ditches, or waterways.
AREAS OF USE:
• At toe of fill sections where sediment runoff can be stored and contained
inside the project limits.
DESIGN CRI'T'ERIA:
Material With Wire Without Wire
Fabric Type 3 Class A Type 3 Class B
Steel posts length 5 ft 5 ft.
Post spacing 10 ft. 6 ft. maximum

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