HomeMy WebLinkAbout12090001.9Specifications
for
Silt Fence
(Not to Scale)
I-- 10' Max. --I
n n
Level contour
No slope
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=11=11 ELEVATION II 11111 11
-- Flat slope in front ----
of barrier
16" Min.
16" Min. 6" Min.
SECTION
` "Wrap geotextili
around stakes
before driving
Joining
sections
of silt fence
Flow
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and compacted
Specifications
for
Permanent Seeding
Site Preparation
1. Subsoiler; plow, or other implement shall be used to
reduce soil compaction and allow maximum infiltration.
(Maximizing infiltration will help control both runoff rate and
water quality.) Subsoiling should be done when the soil
moisture is low enough to allow the soil to crack or fracture.
Subsoiling shall not be done on slip -prone areas where
soil preparation should be limited to what is necessary for
establishing vegetation.
2. The site shall be graded as needed to permit the use of con-
ventional equipment for seedbed preparation and seeding.
3. Topsoil shall be applied where needed to establish
vegetation.
Seedbed Preparation
1. Lime - Agricultural ground limestone shall be applied to
acid soil as recommended by a soil test. In lieu of a soil
test, lime shall be applied at the rate of 100 pounds per
1;000 -sq. ft. or 2 tons per acre.
2. Fertilizer - Fertilizer shall be applied as recommended by a
soil test. In place of a soil test, fertilizer shall be applied at a
rate of 25 pounds per 1,000 -sq, ft. or 1000 pounds per acre
of a 10 -10 -10 or 12 -12 -12 analyses.
3. Tile lime and fertilizer shall be worked into the soil with
a disk harrow, spring -tooth harrow; or other suitable field
implement to a depth of 3 inches. On sloping land, the soil
shall be worked on the contour.
Seeding Dates and Sal Conditions
Seeding should be done March 1 to May 31 or August 1
to September 30. If seeding occurs outside of the above -
specified dates, additional mulch and irrigation may be
required to ensure a minimum of 80% germination. Tillage
for seedbed preparation should be done when the soil is dry
enough to crumble and not form ribbons when compressed
by hand. For winter seeding; see the following section on
dormant seeding.
Dormant Seedings
1. Seedings should not be made from October 1 through
November 20. During this period, the seeds are likely
to germinate but probably will not be able to survive
the winter.
2. The following methods may be used for "Dormant Seeding ":
• From October 1 through November 20, prepare the seedbed,
add the required amounts of lime and fertilizer, then mulch
and anchor. After November 20, and before March 15,
broadcast the selected seed mixture. Increase the seeding
rates by 50% for this type of seeding.
• From November 20 through March 15, when soil condi-
tions permit, prepare the seedbed, lime and fertilize, apply
the selected seed mixture, mulch and anchor. Increase the
seeding rates by 50% for this type of seeding.
• Apply seed uniformly with a cyclone seeder, drill, cultipacker
seeder, or hydro - seeder (slurry may include seed and fertil-
izer) on a firm, moist seedbed.
• Where feasible, except when a cultipacker type seeder
is used. the seedbed should be firmed following seeding
operations with a cultipacker, roller, or light drag. On sloping
land, seeding operations should be on the contour where
feasible.
Mulching
1. Mulch material shall be applied immediately after
seeding. Dormant seeding shall be mulched. 100%
of the ground surface shall be covered with an
approved material.
2. Materials
• Straw -If straw is used it shall be unrotted small -grain
straw applied at the rate of 2 tons per acre or 90 pounds
(two to three bales) per 1,000 -sq. ft. The mulch shall be
spread uniformly by hand or mechanically applied so the soil
surface is covered. For uniform distribution of hand - spread
mulch, divide area into approximately 1,000- sq. -ft. sections
and spread two 45 -lb. bales of straw in each section.
• Hydroseeders -If wood cellulose fiber is used, it shall be
applied at 2;000 lb./ac. or 46 Ib. 111000 sq. ft.
• Other -Other acceptable mulches include rolled erosion
control mattings or blankets applied according to manufac-
turer's recommendations orwood chips applied at 6 tons
per acre.
Specifications
for
Silt Fence
1. Silt fence shall be constructed before upslope land distur-
bance begins.
2. All silt fence shall be placed as close to the contour as
possible so that water will not concentrate at low points
in the fence and so that small swales or depressions that
may carry small concentrated flows to the silt fence are
dissipated along its length.
3. Ends of the silt fences shall be brought upslope slightly so
that water ponded by the silt fence will be prevented from
flowing around the ends.
4. Silt fence shall be placed on the flattest area available
5. Where possible, vegetation shall be preserved for 5 feet
or as much as possible) upslope from the silt fence. If
1 P ) P Pe
vegetation is removed, ft shall be reestablished within 7
days from the installation of the silt fence.
6. The height of the silt fence shall be a minimum of 16
inches above the original ground surface.
7. The silt fence shall be placed in an excavated or sliced
trench cut a minimum of 6 inches deep. The trench shall
be made with a trencher, cable laying machine, slicing
machine, or other suitable device that will ensure an
adequately uniform trench depth.
8. The silt fence shall be placed with the stakes on the
downslope side of the geotextile. A minimum of 8 inches
of geotextile must be below the ground surface. Excess
material shall lay on the bottom of the 6 -inch deep trench.
The trench shall be backfilled and compacted on both
sides of the fabric.
9. Seams between sections of silt fence shall be spliced
together only at a support post with a minimum 6 -in.
overlap prior to driving into the ground, (see details).
10. Maintenance -Silt fence shall allow runoff to pass only
as diffuse flow through the geotextile. If runoff over -
tops the silt fence, flows under the fabric or around the
fence ends, or in any other way allows a concentrated
flow discharge, one of the following shall be performed,
as appropriate: 1) the layout of the silt fence shall be
changed, 2) accumulated sediment shall be removed, or
3) other practices shall be installed.
Sediment deposits shall be routinely removed when the
deposit reaches approximately one -half of the height of
the sift fence.
Silt fences shall be inspected after each rainfall and at
least daily during a prolonged rainfall. The location of
existing sift fence shall be reviewed daily to ensure its
proper location and effectiveness. If damaged, the silt
fence shall be repaired immediately.
Criteria for sift fence materials
1. Fence post -The length shall be a minimum of 32 inches.
Wood posts will be 2- by -2 -in. nominal dimensioned
hardwood of sound quality. They shall be free of knots,
splits and other visible imperfections, that will weaken
the posts. The maximum spacing between posts shall be
10 ft. Posts shall be driven a minimum 16 inches into the
ground, where possible. If not possible, the posts shall be
adequately secured to prevent overturning of the fence
due to sediment /water loading.
2. Sift fence fabric - See chart below.
Table 6.3.2 Minimum criteria for Silt Fence Fabric (ODOT, 2002)
FABRIC PROPERTIES
VALUES
TEST METHOD
Minimum Tensile Strength
120 lbs. (535 N)
ASTM D 4632
Maximum Elongation at 60 Ibs
50°
ASTM D 4632
Minimum Puncture Strength
50 Ibs (220 N)
ASTM D 4833
Minimum Tear Strength
40 Ibs (180 N)
ASTM D 4533
Apparent Opening Size
_ 0.84 mm
ASTM D 4751
Minimum Permittivity
1X10 -2 sec. -1
ASTM D 4491
UV Exposure Strength Retention
70%„
ASTM G 4355
3. Straw and Mulch Anchoring Methods
Straw mulch shall be anchored immediately to minimize loss by
wind or water.
• Mechanical -A disk, crimper, or similar type tool shall be
set straight to punch or anchor the mulch material into
the soil. Straw mechanically anchored shall not be finely
chopped but, generally, be left longer than 6 inches.
• Mulch Netting - Netting shall be used according to the
manufacturer's recommendations. Netting may be neces-
sary to hold mulch in place in areas of concentrated runoff
and on critical slopes.
• Asphalt Emulsion - Asphalt shall be applied as recom-
mended by the manufacture or at the rate of 160 gallons per
acre.
Table 7.10.2 Permanent Seeding
• Synthetic Binders - Synthetic binders such as Acrylic DLR
(Agri -Tac), DCA -70, Petroset, Terra Tack or equivalent may
be used at rates specified by the manufacturer.
• Wood Cellulose Fiber -Wood cellulose fiber shall be applied
at a net dry weight of 750 pounds per acre. The wood
cellulose fiber shall be mixed with water with the mixture
containing a maximum of 50 pounds cellulose per 100 gal-
lons of water.
Irrigation
Permanent seeding shall include irrigation to establish vegeta-
tion during dry weather or on adverse site conditions, which
require adequate moisture for seed germination and plant
growth.
Irrigation rates shall be monitored to prevent erosion and dam-
age to seeded areas from excessive runoff.
- - - - -- - - --
Seed Mix
Seeding Rate _ -- -
- - - -- - -..._
Notes:
Lbs. /acre
Lbs.A,000 Sq. Feet
General Use
Creeping Red Fescue
Domestic Ryegrass
Kentucky Bluegrass
20 -40
10 -20
20 -40
12 -1
1/4 -1/2
12 -1
For close mowing & for waterways with <2.0
ft/sec velocity
Tall Fescue
40 -50
1 -1 1/4
1
Turf-type (dwarf) Fescue
90
21/4
1
Steep Banks or Cut Slopes
Tall Fescue
40 -50
1 -1 1/4
40
Crown Vetch
Tall Fescue
10 -20
20 -30
1%4 -112
12 -314
Do not seed later than August
Flat Pea
Tall Fescue
20 -25
20 -30
12 -3/4
1,2 -3/4
Do not seed later than August
Road Ditches and Swales
Tall Fescue
40 -50
1 -11/4
Turf-type
(Dwarf) Fescue
Kentucky Bluegrass
90
5
2114
0.1
Lawns
Kentucky Bluegrass
Perennial Ryegrass
100 -120
2
2
Oats
Kentucky Bluegrass
Creeping Red Fescue
100 -120
2
1 -1/2
For shaded areas
Note. Other approved seed species may be substimted.
Specifications
for
Mulching
1. Mulch and other appropriate vegetative practices shall be
applied to disturbed areas within 7 days of grading if the
area is to remain dormant (undisturbed) for more than 21
days or on areas and portions of the site which can be
brought to final grade.
2. Mulch shall consist of one of the following:
• Straw - Straw shall be unrotted small grain straw applied
at the rate of 2 tons /ac. or 90 Ib. /1000 sq. ft. (two to
three bales). The straw mulch small be spread uniformly
by hand or mechanically so the soil surface is covered.
For uniform distribution of hand- spread mulch, divide
area into approximately 1,000 sq.ft. sections and place
two 45 -lb. bales of straw in each section.
• Hydroseeders - Wood cellulose fiber should be used at
2,000 lb./ac. or 46 Ib. 1'1,000 sq, ft.
• Other - Acceptable mulches include mulch mattings
and rolled erosion control products applied according to
manufacturer's recommendations or wood rnulch /chips
applied at 10 -20 tons /ac.
3. Mulch Anchoring - Mulch shall be anchored immediately
to minimize loss by wind or runoff. The following are
acceptable methods for anchoring mulch.
• Mechanical - Use a disk, crimper, or similar type tool
set straight to punch or anchor the mulch material into
the soil. Straw mechanically anchored shall not be finely
chopped but be left generally longer than 6 inches.
• Mulch Nettings - Use according to the manufacturer's
recommendations, following all placement and anchoring
requirements. Use in areas of water concentration and
steep slopes to hold mulch in place.
• Synthetic Binders - For straw mulch, synthetic binders
such as Acrylic DLR (Agri -Tac), DCA -70, Petroset, Terra
Tack or equal may be used at rates recommended by the
manufacturer. All applications of Sythetic Binders must
be conducted in such
a manner where there is no contact
with waters of the state.
• Wood Cellulose Fiber - Wood cellulose fiber may be used
for anchoring straw. The fiber binder shall be applied at
a net dry weight of 750 lb./acre. The wood cellulose fiber
shall be mixed with water and the mixture shall contain a
maximum of 50 lb./100 gal. of wood cellulose fiber.
Specifications
for
Temporary Seeding
Table 7.8.1 Temporary Seeding Species Selection
Seeding Dates
Species
Lb. 1 1000 ft2
Lb /Acre
March 1 to August 15
Oats
3
128 (4 Bushel)
Tall Fescue
1
40
Annual Ryegrass
1
40
Perennial Ryegrass
1
40
Tall Fescue
1
40
Annual Ryegrass
1
40
Annual Ryegrass
1.25
55
Perennial Ryegrass
3.25
142
Creeping Red Fescue
0.4
17
Kentucky Bluegrass
0.4
17
Oats
3
128 (3 bushel)
Tall Fescue
1
40
Annual Ryegrass
1
40
August 16th to November
Rye
3
112 (2 bushel)
Tall Fescue
1
40
Annual Ryegrass
1
40
Wheat
3
120 (2 bushel)
Tall Fescue
1
40
Annual Ryegrass
1
40
Perennial Rye
1
40
Tall Fescue
1
40
Annual Ryegrass
1
40
Annual Ryegrass
1.25
40
Perennial Ryegrass
3.25
40
Creeping Red Fescue
0.4
40
Kentucky Bluegrass
0.4
November 1 to Feb. 29
Use mulch only or dormant seeding
Note: Other approved species may be substituted.
1. Structural erosion and sediment control practices such
as diversions and sediment traps shall be installed and
stabilized with temporary seeding prior to grading the rest
of the construction site.
2. Temporary seed shall be applied between construction
operations on soil that will not be graded or reworked
for 21 days or greater. These idle areas shall be seeded
within 7 days after grading.
3. The seedbed should be pulverized and loose to ensure the
success of establishing vegetation. Temporary seeding
should not be postponed if ideal seedbed preparation is
not possible.
4. Soil Amendments - Temporary vegetation seeding rates
shall establish adequate stands of vegetation, which may
require the use of soil amendments. Base rates for lime
and fertilizer shall be used.
5, Seeding Method -Seed shall be applied uniformly with a
cyclone spreader, drill, cultipacker seeder, or hydroseeder.
When feasible, seed that has been broadcast shall be
covered by raking or dragging and then lightly tamped
into plane using a roller or cultipacker. If hydroseeding
is used, the seed and fertilizer will be mixed on -site and
the seeding shall be done immediately and without
interruption.
Specifications
for
Temporary Seeding
Mulching Temporary Seeding
1. Applications of temporary seeding shall include mulch,
which shall be applied during or immediately after seeding.
Seedings made during optimum seeding dates on favor-
able, very flat soil conditions may not need mulch to achieve
adequate stabilization.
2. Materials:
• Straw -If straw is used, it shall be unrotted small -grain
straw applied at a rate of 2 tons per acre or 90 lbs./ 1,000
sq, ft. (2 -3 bales)
• Hydroseeders -If wood cellulose fiber is used; it shall be
used at 2000 lbs./ ac. or 46 Ib./ 1,000- sq. -ft.
• Other -Other acceptable mulches include mulch mattings
applied according to manufacturer's recommendations or
wood chips applied at 6 ton / ac.
3. Straw Mulch shall be anchored immediately to minimize
loss by wind or water Anchoring methods:
• Mechanical -A disk, crimper, or similar type tool shall be
set straight to punch or anchor the mulch material into
the soil. Straw mechanically anchored shall not be finely
chopped but left to a length of approximately 6 inches.
• Mulch Netting- Netting shall be used according to the
manufacturers recommendations. Netting may be neces-
sary to hold mulch in place in areas of concentrated runoff
and on critical slopes.
• Synthetic Binders - Synthetic binders such as Acrylic DLR
(Agri -Tac); DCA -70, Petroset, Terra Track or equivalent may
be used at rates recommended by the manufacturer.
• Wood- Cellulose Fiber -Wood- cellulose fiber binder shall be
applied at a net dry wt. of 750 lb./ac, The wood- cellulose
fiber shall be mixed with water and the mixture shall contain
a maximum of 50 lb, 1100 gal.
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SCALE:
AS NOTED
DATE:
OCTOBER 201
JOB NO.: 44;
DESIGN: YJ
DRAWN: JE
CHECKED: YJ
SHEET NO.
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