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Designation:  D6462 - 99\P\P\P DRAFT PROPOSAL 07/20/2001\P\P Standard Practice for\P Silt Fence Installation\P\PThis standard is issued under the fixed designation D 6462; the number immediately following the designation indicates the year of origina
  3
l adoption or, in the case of revision, the year of last revision.  A number in parentheses indicates the year of last reapproval.  A superscript epsilon indicates an editorial change since the last revision or reapproval.\P\P1. Scope\P\P1.1 This pra
  3
ctice covers common installation requirements for temporary silt fence applications.  This practice is based on AASHTO M288.\P1.2 This practice is applicable to the use of silt fence as a vertical permeable interceptor designed to remove suspended so
  3
il from overland, nonconcentrated water flow.  The function of a temporary \Psilt fence is to trap and allow settlement of soil particles from sediment-laden water.  The purpose is to greatly limit the transport of eroded soil from a construction sit
  3
e by water runoff.\P1.3 The practices presented herein are intended to ensure good workmanship and quality and are not necessarily adequate for all purposes in view of the wide variety of possible sediments and \Pperformance objectives.\P1.4 The valu
  3
es stated in SI units are to be regarded as the standard.  The values in inch-pound units are provided for information only.\P1.5 This standard does not purport to address all of the safety concerns, if any associated with its use.  It is the respons
  3
ibility of the user of this standard to establish appropriate safety and health \Ppractices and determine the applicability of regulatory limitations prior to use.\P\P2.  Referenced Documents\P\P2.1 ASTM Standards:\PD 4632 Test Method for Grab Breaki
  3
ng Load and Elongation of Geotextiles\PD 6461 Specification For Silt Fence Materials\P2.2 AASHTO Standard:\PM288-96  Standard Specification for Geotextile Specification for Highway Applications\P\P 3.  Terminology\P\P3.1 Definitions:\P3.1.1silt fence
  3
, n--\P\P4. Controlling Material Specifications\P\P4.1 All materials used for temporary silt fence shall conform with the specification requirements of ASTM Specification D6462 unless otherwise specified in the controlling project specifications.\P\P
  3
5. Certification\P\P5.1 The contractor shall provide to the engineer all certifications required by the controlling material specification.\P\P6. Sampling, Testing and Acceptance\P\P6.1 Silt fence materials shall be subject to sampling and testing in
  3
 accordance with and to verify conformance with the controlling material specification.\P\P7. Silt Fence Installation\P\P7.1 Materials - Silt fence materials shall conform to the requirements of Section 4.  Unless otherwise specified, the silt fence 
  3
installation shall conform to the following:\P7.1.1 Wire backing for support of temporary silt fence is discouraged.  The wire backing causes an environmental disposal problem and the perceived problem of fabric drooping or failing can be more easily
  3
 solved by spacing posts closer together, embedding them at \Pthe specified depth, and properly attaching the fabric to the posts.  Heavy-duty fabric can also be specified if needed.\P7.1.2 The minimum height above ground for the silt fence shall be 
  3
750 mm (2.5 ft).  Minimum embedment depth shall be 150 mm (0.5 ft).  Thus, the minimum total silt fence height shall be 900 mm (3 ft).\P7.1.3 Maximum post spacing shall be based on the fabric support or, if unsupported, on elongation as measured in a
  3
ccordance with Test Method D4632.  Supported silt fence shall have a maximum post spacing of 1.2 m (4 ft).  Unsupported silt fence with elongation > 50% shall also have a maximum post spacing of 1.2 m (4 ft).  Unsupported silt fence with elongation <
  3
 50% shall have a maximum post spacing of 2 m (6.5 ft).\P7.1.4 Wood, steel, or synthetic support posts having a minimum length of 1 m (3.3 ft) plus the burial depth may be used.  They shall be of sufficient strength to resist damage during installati
  3
on \Pand to the support applied loads due to material build up behind the silt fence.\P\PNOTE 1 - It has been found that hardwood posts having dimensions of at least 30 X 30 mm (1.2 X 1.2 in.), No. 2 Southern Pipe at least 65 X 65 mm (2.5 X 2.5 in.) 
  3
or steel posts of UTL of C shape, weighing 600 g per 300 mm (1.3 lb/ft) have performed satisfactorily.\P\P7.1.5 Wire or polymer support fence shall be at least 750 mm (2.5 ft) high and strong enough to support applied loads.  Polymer support fences s
  3
hall meet the same ultraviolet degradation requirements as the geotextile.\P\PNOTE 2 - Wire support fence having at least 6 horizontal wires, and being at least 14-gage wire have performed satisfactorily.  Vertical wires should be a maximum of 150 mm
  3
 (0.5 ft) apart.\P\P7.1.6 Pre-fabricated silt fence is not allowable unless portable, mechanical \Pcompaction equipment such as a vibrating plate tamper is available to compact \Pthe trench.  Research has shown posting prior to compactive efforts int
  3
erferes \Pwith compaction, and therefore effectiveness of the silt fence.\P\P7.2 Construction:\P7.2.1 Trench Construction - The chronological installation order is important to \Psilt fence effectiveness.  Excavate the trench.  Clean the bottom.  Ins
  3
ert fabric.  Over-backfill the trench.  Mechanically compact the soil.  Insert posts on downslope side.  Attach fabric.  Prior to fabric burial, clean debris and clods from the bottom of the trench to achieve a smooth surface.  Insert the geotextile 
  3
so the bottom is buried in a "J" \Pconfiguration to a minimum depth of 150 mm (6 in.) and 150 mm horizontally in the trench so that no flow can pass under the silt fence.  Overfill the trench with clean backfill 2-3 inches above undisturbed ground.  
  3
Mechanically compact the soil.  Insert posts.\P7.2.2 Soil Slicing Construction - Insert the geotextile in a slit in the soil 0.2 to 0.3 m (8 to 12 in.) deep so that no flow can pass under the silt fence.  Create the slit such that a horizontal chisel
  3
 point (approx. 76 mm/3 in. wide) at the base of a soil slicing blade (approx. 18 mm/0.75 in. wide) slightly disrupts soil upward as the blade slices through \Pthe soil.  This upward disruption minimizes horizontal compaction and creates an optimal s
  3
oil condition for mechanical compaction against the geotextile.  Mechanically insert the geotextile directly behind the soil slicing blade in a simultaneous operation, achieving consistent placement and depth.  (See Fig. 2.)\P7.2.3 Compacting - Compa
  3
ct the soil immediately next to the silt fence geotextile.  Compact the upstream side first, and then the downstream side.  Hard clays may require more than two passes to achieve low permeability of the soil.  Research has shown a high correlation to
  3
 compaction and silt fence effectiveness. \P7.2.4 Splice the geotextile together by overlapping at a support post, but not in an area where water concentration will probably occur.\P7.2.5 Place the posts at spacing as shown on the project plans.  Dri
  3
ve posts or place a minimum of 500 mm (1.65 ft) into the ground.  Increase depth to 600 mm (2 ft) if fence is placed on a slope of 3H:1V or greater.  If cannot achieve 500 mm depth with wood posts, use steel posts.  Note 3 remains the same.\P\PNOTE 3
  3
 - Where 500 mm (1.65 ft) depth is impossible to attain, the posts should be adequately secured to prevent overturning of the fence due to sediment loading.\P\P7.2.6A Fasten the support fence securely to the upslope side of the fence post.  The suppo
  3
rt fence shall extend from the ground surface to the top of the geotextile.\P7.2.7 Gather fabric at posts if necessary.  With steel posts place nipples away from the fabric.  Attach the fabric to each post with three ties, all spaced within the top 7
  3
6 mm (1 in.) of the fabric.  Attach each tie diagonally 45 degrees through the fabric with each puncture at least 20 mm (1 in.) vertically apart.  Also, each tie should be positioned to hang on a post nipple, when tightened, to prevent sagging.  See 
  3
diagram.  With wood posts, gather the fabric at each post if needed.  Use a small lathe to overlay the fabric and secure to the post with several staples in the top 76 mm (8 \Pin.) of the fabric.\P7.2.8 Silt fences should be continuous and transverse
  3
 to the flow.  The silt fence should follow the contours of the site as closely as possible.  Place the fence such that the water cannot runoff around the end of the fence.\P\PNOTE 4 - Commonly, silt fence is limited to handle an area equivalent to 9
  3
0 m2/3 m (100 ft/10 ft) of fence.  Caution is used where the site slope is greater than 1H: 1V, and water flow rates exceed 3 L/s/3 m (50 gal/min/10 ft) of fence.\P\P7.2.9 Compacting - Compact the backfill soil immediately next to the silt fence geot
  3
extile.  Compact the upstream side first, and then the downstream side.\P\PNOTE 5 - Compacting is commonly accomplished with the front wheel of a tractor, skid steer, roller or other device, as well as with manual tamping or other manual means.\P\P 7
  3
.3 Maintenance\P7.3.1 The contractor shall inspect all temporary silt fences immediately after each rainfall, and at least daily during prolonged rainfall.  Any deficiencies shall be immediately corrected by the contractor.\P7.3.1.1 The contractor sh
  3
all also make a daily review of the location of silt fences inareas where construction activities have altered the natural contour and drainage runoff to ensure that the silt fences are properly located for effectiveness.  Where deficiencies exist as
  3
 determined by the engineer, additional silt fence shall be installed as directed by \Pthe engineer.\P7.3.1.2 Repair damaged or otherwise ineffective silt fences or replace promptly.\P7.3.2 Either remove sediment deposits when the deposit reaches hal
  3
f the height of the fence, or install a second silt fence as directed by the engineer.\P7.3.3 The silt fence shall remain in place until the engineer directs it to be removed.  Upon removal the contractor shall remove and dispose of any excess sedime
  3
nt accumulations, dress the area to give it a pleasing appearance, and vegetate all bare areas in accordance with contract requirements.\P7.3.1 Removed silt fence may be used at other locations provided the geotextile and other material requirements 
  1
continue to be met to the satisfaction of the engineer.\P \P   
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Designation: D 6462 - 99\P\P\PStandard Practice for\PSilt Fence Installation 1\P\PThis standard is issued under the fixed designation D 6462; the number immediately following the designation indicates the year of original adoption or, in the case of 
  3
revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A superscript epsilon (e) indicates an editorial change since the last revision or reapproval.\P\P1. Scope\P1.1 This practice covers common installati
  3
on requirements\Pfor temporary silt fence applications. This practice is based on\PAASHTO M288.\P1.2 This practice is applicable to the use of silt fence as a\Pvertical permeable interceptor designed to remove suspended\Psoil from overland, nonconcen
  3
trated water flow. The function\Pof a temporary silt fence is to trap and allow settlement of soil\Pparticles from sediment laden water. The purpose is to greatly\Plimit the transport of eroded soil from the a construction site by\Pwater runoff.\P1.3
  3
 The practices presented herein are intended to ensure\Pgood workmanship and quality and are not necessarily adequate\Pfor all purposes in view of the wide variety of possible\Psediments and performance objectives.\P1.4 The values stated in SI units 
  3
are to be regarded as the\Pstandard. The values in inch-pound units are provided for\Pinformation only.\P1.5 This standard does not purport to address all of the\Psafety concerns, if any, associated with its use. It is the\Presponsibility of the user
  3
 of this standard to establish appropriate\Psafety and health practices and determine the applicability\Pof regulatory limitations prior to use.\P\P2. Referenced Documents\P2.1 ASTM Standards:\PD 4632 Test Method for Grab Breaking Load and Elongation
  3
\Pof Geotextiles 2\PD 6461 Specification For Silt Fence Materials 2\P2.2 AASHTO Standard:\PM288-96 Standard Specification for Geotextile Specification\Pfor Highway Applications 3\P\P3. Terminology\P3.1 Definitions:\P3.1.1 silt fence, n-\P\P4. Control
  3
ling Material Specifications\P4.1 All materials used for temporary silt fence shall conform\Pwith the specification requirements of ASTM Specification\PD 6462 unless otherwise specified in the controlling project\Pspecifications.\P\P5. Certification\
  3
P5.1 The contractor shall provide to the engineer all certifications\Prequired by the controlling material specification.\P\P6. Sampling, Testing, and Acceptance\P6.1 Silt fence materials shall be subject to sampling and\Ptesting in accordance with a
  3
nd to verify conformance with the\Pcontrolling material specification.\P\P7. Silt Fence Installation\P7.1 Materials-Silt fence materials shall conform to the\Prequirements of Section 4. Unless otherwise specified, the silt\Pfence installation shall c
  3
onform to the following:\P7.1.1 The geotextile used for temporary silt fence may or\Pmay not be supported between posts with wire or polymeric\Pmesh.\P7.1.2 The minimum height above ground for the silt fence\Pshall be 750 mm (2.5 ft). Minimum embedme
  3
nt depth shall be\P150 mm (0.5 ft). Thus, the minimum total silt fence height shall\Pbe 900 mm (3 ft).\P7.1.3 Maximum post spacing shall be based on the fabric\Psupport or, if unsupported, on elongation as measured in\Paccordance with Test Method D 4
  3
632. Supported silt fence\Pshall have a maximum post spacing of 1.2 m (4 ft). Unsupported\Psilt fence with elongation > 50 % shall also have a\Pmaximum post spacing of 1.2 m (4 ft). Unsupported silt fence\Pwith elongation < 50 % shall have a maximum 
  3
post spacing of\P2 m (6.5 ft).\P7.1.4 Wood, steel, or synthetic support posts having a\Pminimum length of 1 m (3.3 ft) plus the burial depth may be\Pused. They shall be of sufficient strength to resist damage\Pduring installation and to the support a
  3
pplied loads due to\Pmaterial build up behind the silt fence.\PNOTE 1-It has been found that hardwood posts having dimensions of\Pat least 30 3 30 mm (1.2 3 1.2 in.), No. 2 Southern Pine at least 65 3 65\Pmm (2.5 3 2.5 in.) or steel posts of UTL or C
  3
 shape, weighing 600 g per\P300 mm (1.3 lb/ft) have performed satisfactorily.\P7.1.5 Wire or polymer support fence shall be at least 750\Pmm (2.5 ft) high and strong enough to support applied loads.\PPolymer support fences shall meet the same ultravi
  3
olet degradation\Prequirements as the geotextile.\PNOTE 2-Wire support fence having at least 6 horizontal wires, and\Pbeing at least 14 gage wire have performed satisfactorily. Vertical wires\Pshould be a maximum of 150 mm (0.5 ft) apart.\P7.2 Constr
  3
uction:\P7.2.1 Trench Construction-Bury the geotextile at the bottom\Pof the fence shall be buried in a "J" configuration to a\Pminimum depth of 150 mm (6 in.) in a trench so that no flow\Pcan pass under the silt fence. Backfill the trench and compac
  3
t\Pthe soil over the geotextile. (See Fig. 1.)\P7.2.2 Soil Slicing Construction-Insert the geotextile in a\Pslit in the soil 0.2 to 0.3 m (8 to 12 in.) deep so that no flow can\Ppass under the silt fence. Create the slit such that a horizontal\Pchise
  3
l point (approx. 76 mm/3 in. wide) at the base of a soil\Pslicing blade (approx. 18 mm/0.75 in. wide) slightly disrupts\Psoil upward as the blade slices through the soil. This upward\Pdisruption minimizes horizontal compaction and creates an\Poptimal
  3
 soil condition for mechanical compaction against the\Pgeotextile. Mechanically insert the geotextile directly behind\Pthe soil slicing blade in a simultaneous operation, achieving\Pconsistent placement and depth. (See Fig. 2.)\P7.2.3 Splice the geot
  3
extile together with a sewn seam only at\Pa support post, or two sections of fence may be overlapped\Pinstead.\P7.2.4 Place the posts at spacing as shown on the project\Pplans. Drive posts or place a minimum of 500 mm (1.65 ft) into\Pthe ground. Incr
  3
ease depth to 600 mm (2 ft) if fence is placed\Pon a slope of 3H:1V or greater.\PNOTE 3-Where 500 mm (1.65 ft) depth is impossible to attain, the\Pposts should be adequately secured to prevent overturning of the fence due\Pto sediment loading.\P7.2.5
  3
 Fasten the support fence securely to the upslope side\Pof the fence post. The support fence shall extend from the\Pground surface to the top of the geotextile.\P7.2.6 When self-supported fence is used, securely fasten the\Pgeotextile to fence posts.
  3
\P7.2.7 Silt fences should be continuous and transverse to the\Pflow. The silt fence should follow the contours of the site as\Pclosely as possible. Place the fence such that the water cannot\Prunoff around the end of the fence.\PNOTE 4-Commonly, sil
  3
t fence is limited to handle an area equivalent\Pto 90 m 2 /3 m (100 ft 2 /10 ft) of fence. Caution is used where the site slope\Pis greater than 1H: 1V, and water flow rates exceed 3 L/s/3 m (50\Pgal/min/10 ft) of fence.\P7.2.8 Compaction-Compact th
  3
e backfill soil immediately\Pnext to the silt fence geotextile. Compact the upstream side\Pfirst, and then the downstream side.\PNOTE 5-Compaction is commonly accomplished with the front wheel\Pof a tractor, skid steer, roller or other device, as wel
  3
l as with manual\Ptamping or other manual means.\P7.3 Maintenance:\P7.3.1 The contractor shall inspect all temporary silt fences\Pimmediately after each rainfall, and at least daily during\Pprolonged rainfall. Any deficiencies shall be immediately\Pc
  3
orrected by the contractor.\P7.3.1.1 The contractor shall also make a daily review of the\Plocation of silt fences in areas where construction activities\Phave altered the natural contour and drainage runoff to ensure\Pthat the silt fences are proper
  3
ly located for effectiveness. Where\Pdeficiencies exist as determined by the engineer, additional silt\Pfence shall be installed as directed by the engineer.\P7.3.1.2 Repair damaged or otherwise ineffective silt fences\Por replace promptly.\P7.3.2 Ei
  3
ther remove sediment deposits when the deposit\Preaches half the height of the fence, or install a second silt\Pfence as directed by the engineer.\P7.3.3 The silt fence shall remain in place until the engineer\Pdirects it be removed. Upon removal the
  3
 contractor shall\Premove and dispose of any excess sediment accumulations,\Pdress the area to give it a pleasing appearance, and vegetate all\Pbare areas in accordance with contract requirements.\P7.3.3.1 Removed silt fence may be used at other loca
  1
tions\Pprovided the geotextile and other material requirements continue\Pto be met to the satisfaction of the engineer.
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1.  The base of both end posts must be at least 2-4" above the top of the silt fence fabric on the middle posts for ditch checks to drain properly.  Use a hand level or string level, if necessary, to mark base points before installation. \P2.  Instal
  3
l posts 3-4 feet apart in critical water retention areas and 6-7 feet apart on standard applications.\P3.  Install posts 24 inches deep on the downstream side of the silt fence, and as close as possible to the fabric, enabling posts to support the fa
  3
bric from upstream water pressure.\P4.  Install posts with the nipples facing away from the silt fence fabric.\P5.  Attach the fabric to each post with three ties, all spaced within the top 8" of the fabric. Attach each tie diagonally 45 degrees thro
  3
ugh the fabric, with each puncture at least 1" vertically apart. Also, each tie should be positioned to hang on a post nipple when tightened to prevent sagging.\P6.  Wrap approximately 6 inches of fabric around the end posts and secure with 3 ties.\P
  3
7.  No more than 24" of a 36" fabric is allowed above ground level.\P8.  The installation should be checked and corrected for any deviations before compaction.  Use a flat-bladed shovel to tuck fabric deeper into the slit if necessary.\P9.  Compactin
  3
g is vitally important for effective results.  Compact the soil immediately next to the silt fence fabric with the front wheel of the tractor, skid steer, or roller exerting at least 60 pounds per sq.inch.  Compact the upstream side first, and then e
  1
ach side twice for a total of four trips.\P10.  Refer to ASTM D6462-99 for complete installation instructions.
  7
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DRAFT PROPOSAL FOR UPDATES TO ASTM D6462
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ASTM D6462
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FOR SILT FENCE INSTALLATION
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SPECIFICATIONS FOR STATIC SLICING METHOD
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