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CONCRETE WASHOUT (BELOW GRADE SYSTEM) GENERAL SEEDING and SURFACE STABILIZATION PROCEDURES
OO 0 0 � 7-� [-] O PLAN VIEW
kdatg
STEP 2: 2" X 2" HARDWOOD POST O O (1) TEMPORARY SEEDING Table Z kic, Andffhg M v*
NON -WOVEN HEAVY DUTY Table 1. Tefwand Seeft 8pedr.atlon8 La's and H*Mdftwm Areas
, 11 I
GEOTEXTILE FABRIC
O SLOPE 1i
/
D 10' MIN. 3:1 O
�� 10' MIN. MAX.
°�_ ,
i _ O
��" EXCAVATIO
STEP 3: O IFI�
NON -WOVEN HEAVY O O a SANDBAGS OR OTHER
GEOTEXTILE FABRIC ON APPROPRIATE
DOWN D 2 X 2" HARDWOOD POST ANCHORING SYSTEM TO
SLOPE AND BOTTOM OF SECURE THE
Seed Species 1
Rate per Acre
Planting Depth
Optima Dates 2
Wheat or Rye
150
lbs.
1 to 1-1/2 inches
Sept. 15
- Oct. 30
Spring Oats
100
Ibs.
1 inch
March 1 -
April 15
Annual Ryegross
40
lbs.
1-1/4 inch
March 1
Aug. 1 -
- May 1
Sept. 1
German Millet
40
lbs.
1 to 2 inches
May 1 -
June 1
Sudangross
35
lbs.
1 to 2 inches
May 1 -
July 30
Buckwheat
60
lbs.
1 to 2 inches
April 15
- June 1
Corn (broadcast)
300
lbs.
1 to 2 inches
May 11
- Aug. 10
Sorghum
35
lbs.
1 to 2 inches
May 1 -
July 15
POLYETHYLENE LINING (10 MILS) POLYETHYLENE LINING.
TRENCH COMPACTED FILL 8ECTION A -A 1 • Perennial species may be used as a temporary cover, especially if the area to be seeded will
I - remain idle for more than one year (See Permanent Seeding).
1' MIN. 2. Seeding done outside the optimum seeding dates increases the chances of seeding failure. Dates
FREEBOAR SLOPE 3:1 MAX. may be extended or shortened based on the location of the project site within the state.
!•" Notes:
4„ Mulch alone is on acceptable temporary cover and may be used in lieu of temporary seeding,
18" provided that it is appropriately anchored. A high potential for fertilizer, seed, and mulch to wash
CONCRETE WASHOUT (ABOVE GRADE SYSTEM) exists on steep banks, cuts, and in channels and areas of concentrated flow.
SECTION _
° ° PLAN VIEW Application
J x x x x x x
Installation: X Seedbed Preparation
1. Lay out the location of the fence so that it is parallel to the contour of the slope ° 1. Test soil to determine pH and nutrient levels.
and at least 10 feet beyond the toe of the slope to provide a sediment storage X 2. Apply soil amendments as recommended by the soil test. If testing is not done, apply 400 to 600
POLYETHYLENE INING
Seed Mixtures
Rate per Acre
Optimum Soil pH
Crimp or punch the straw or hay two to four inches
Pure Live Seed
into the soil. Operate machinery on the contour of
1. Bluegrass
140 lbs.
5.5 to 7.0
2. Perennial ryegrass
60 lbs.
5.6 to 7.0
(turf type)
90 lbs.
Synthetic tackifiers, binders,
3. Tall fescue (turf type)2
170 lbs.
5.6 to 7.5
- bluegrass
30 lbs.
(synthetic or biodegradable
Chemeb Bard Ames d Coraentrated Row
Seed Mixtures
Rote per Acre
Optimum Soil pH
Crimp or punch the straw or hay two to four inches
Pure Live Seed
into the soil. Operate machinery on the contour of
1. Perennial ryegrass
150 lbs.
5.5 to 7.0
- white 1
2 lbs.
formation of rills by dozer cleats
2. Kentucky bluegrass
20 lbs.
Synthetic tackifiers, binders,
- smooth bromegrass
10 lbs.
5.5 to 7.5
- switchgrass
3 lbs.
(synthetic or biodegradable
- timothy
4 lbs.
should overlap with each up -slope strip overlapping
- perennial ryegrass
10 lbs.
d. Cover with netting secured by staples.
- white clover
2 lbs.
instances, installation details are site specific, so
3. Tall fescue 1
150 lbs.
5.5 to 7.5
- white clover
2 lbs.
4. Toll fescue 2
150 lbs.
1. Select a seed species or an appropriate seed mixture and application rate from Table 1.
Plana to
- perennial ryegrass
20 lbs.
5.5 to 7.5
- Kentucky bluegross1
20 lbs.
X
Anchoring Method
How to Apply
Mulch anchoring tool or farm
Crimp or punch the straw or hay two to four inches
disk (dull, serrated, and blades
into the soil. Operate machinery on the contour of
set straight)
the slope.
Cleating with dozer tracks
Operate dozer up and down slope to prevent
3. Work the soil amendments into the upper two to four inches of the soil with a disk or rake
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formation of rills by dozer cleats
Wood hydromulch fibers
Apply according to manufacturer's recommendations.
Synthetic tackifiers, binders,
Apply according to manufacturers recommendations.
or soil stabilizers
operated across the slope.
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Netting
Install netting immediately after applying mulch.
(synthetic or biodegradable
Anchor netting with staples. Edges of netting strips
material)
should overlap with each up -slope strip overlapping
one -third in early spring, one -third in late spring, and the remaining one -third in middle summer.
four to six inches over the adjacent down -slope
d. Cover with netting secured by staples.
strip. Best suited to slope applications. In most
(Sodding provides quicker protection than seeding and may reduce the risk of early washout.)
instances, installation details are site specific, so
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manufacturer's recommendations should be followed.
M0
EM
�w
1 All forms of mulch must be anchored to prevent displacement by wind and /or water.
AWketion
1. Apply mulch at the recommended rate shown in Table 1.
2. Spread the mulch material uniformly by hand, hayfork, mulch blower, or hydraulic
mulch machine. After spreading, no more than 25 percent of the ground should be
visible. N
3. Anchor straw or hay mulch immediately after application. The mulch con be anchored
using one of the methods listed below:
a. Crimp with a mulch anchoring tool, a weighted farm disk with dull serrated blades
Slope
area. Turn the ends of the fence up slope such that the point of contact between
x L
(10 MILS); THE
pounds per acre of 12 -12 -12 analysis fertilizer, or equivalent.
1. For best results: (a) legume seed should be inoculated; (b) seeding mixtures containing
set straight, or track cleats of a bulldozer,
Not Applicable
25% to 50%
the ground and the bottom of the fence end terminates at a higher elevation than
X 10' MIN. LINING SHOULD
3. Work the soil amendments into the upper two to four inches of the soil with a disk or rake
PP
> 50%
b. A I hydraulic mulch with short Cellulose fibers,
Apply y
3' DIAMETER
• Concrete washout systems are designed to promote evaporation. However, if the liquids do not evaporate
the top of the fence at its lowest point.
° °
EXTEND OVER THE
operated across the slope.
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legumes should preferably be spring- seeded, although the gross may be fall- seeded and the
c. A I a liquid taCkisec or
Apply q
and the system is near capacity it may be necessary to vacuum or remove the liquids and dispose of
condition, and mulch application; repair affected areas either by overseeding or preparing a new
2. Excavate an eight-inch des b four -inch wide trench along the entire length of
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10' MIN. X X
° X J STRAW BALES.
one -third in early spring, one -third in late spring, and the remaining one -third in middle summer.
legume frost - seeded (see Dormant Seeding and Frost Seeding on page 41); and (c) if legumes
fall.
d. Cover with netting secured by staples.
seedbed and reseeding. Apply and anchor mulch on the newly seeded areas.
(Sodding provides quicker protection than seeding and may reduce the risk of early washout.)
the fence line. Installation by plowing is also acceptable.
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Seeding
are fall- seeded, do so in early
Ma ilwa11Ce
3. Install the silt fence with the filter fabric located on the up -slope side of the
excavated trench and the support posts on the down -slope side of the trench.
X-.1 X °
1. Select a seed species or an appropriate seed mixture and application rate from Table 1.
Plana to
2 Toll fescue provides little cover for, and may be toxic to some species of wildlife. The Indiana
•Inspect Within 24 hours Of each rain event and at least once every seven Calendar days.
M
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4. Drive the support posts at least 18 inches into the ground, tightly stretching the
X
2. Apply seed uniformly with a drill or cultipocker seeder or by broadcasting. or cover seed
Department of Natural Resources recognizes the need for additional research on alternatives
• Check for erosion or movement of mulch; repair damaged areas, reseed, apply new
YARD CASTING
fabric between the posts as each is driven into the soil. A minimum of 12 inches
p
I- X °
the depth shown in Table 1.
such as buffolograss, orchardgrass, smooth bromegrass, and switchgrass. This research, in
mulch and anchor the mulch in place.
E
of the filter fabric should extend into the trench.
I 4 x X x x x x x f.
Notes:
conjunction with demonstration areas, should focus on erosion control characteristics, wildlife
• Continue inspections until vegetation is firmly established.
5. Lay the lower four inches of filter fabric on the bottom of the trench and extend it
° ° ❑ ❑ ° ° °
1. If drilling or broadcasting the seed, ensure good seed -to -soil contact by firming the seedbed with
toxicity, turf durability, and drought resistance.
• If erosion is severe or recurring, use erosion control blankets or other more substantial
toward the up -slope side of the trench.
a roller or cultipocker after completing seeding operations. Daily seeding when the soil is moist is
5. Apply compost mulch blanket with a pneumatic blower or per manufocturer's directions.
stabilization methods to protect the area.
6. Backfill the trench with soil material and compact it in place.
METAL PINS OR WOOD OR METAL
usually most effective.
Notes:
a. Apply within three days of completing aeration operations.
filter fabric to the
STAPLES TO SECURE $TAKES TO SECURE
THE POLYETHYLENE
2. If seeding s done with a h droseeder, fertilizer and mulch can be applied with the seed in a
y PP
1. An oat or wheat companion or nurse crop may be used with any of the above permanent
(6) CMPW MUkhng
Note: If the silt fence is being constructed on -site, attach the support
THE STRAW BALES (2
i
slurry mixture.
seeding mixtures, at the following rates:
c. Seed may be applied at time of installation. (Seed must be evenly blended into the
posts and attach wooden lathe to secure the fabric to the posts. Allow for at least 12
LINING TO THE STRAW
PER STRAW BALE )
3. Apply mulch (See Mulching and Compost Mulching Requirements Below) and anchor it in place.
Speckatione
Cortpoet �
inches of fabric below ground level. Complete the silt fence installation, following steps
BALES.
POLYETHYLENE LINING
- white clover 1 2 lbs.
(a) spring opts -one- fourth to three - fourths bushel per acre
•Feedstocks may include but are not limited to well- composted vegetable matter, leaves, yard
L
1 through 6 above.
shall be properly protected and delineated prior to construction.
2. Perennial ryegrass 70 lbs. 5.6 to 7.0
T"I Mulch Spedlicatiaro
trimmings, food composted r paper fiber, wood bark, Class A biosolids as defined
scraps, com p manures, p p
D
Maintenance:
(ALTERNATIVE LINING SHOULD
1. SECTION A -A
Inspect within 24 hours of each rain event and at least once every seven calendar days. Check for
C Title 40 of the Code of Federal Regulations at CFR Part 503), or any combination thereof.
then secure the eotextile fabric to the posts by placing a piece of lathe over the fabric and
se
the fabric it is fastened )
48 hours
• Inspect within 24 hours of o rain event and of least once every seven calendar
P
MATERIALS OR EXTEND OVER THE
erosion or movement of mulch and repair immediately. Monitor for erosion damage and adequate cover
2. A high potential for fertilizer, seed, and mulch to wash exists on steep banks, cuts, and in
os
•Compost shall be produced using on aerobic composting process meeting 40 CFR Part 503
2 tons
Should be dry, free of undesirable seeds.
days.
PRODUCTS MAY BE TRAW BALES. °i °
o
(80 percent density); reseed, fertilize, and apply mulch where necessary. If nitrogen deficiency is
channels and areas of concentrated flow.
regulations, including time and temperature data indicating effective weed seed, pathogen, and
a. Mist blanket for first seven days and then every three days throughout the remainder
• If fence fabric tears, starts to decompose, or in an way becomes ineffective,
P Y y
USED TO PROVIDE °t /
STRUCTURAL � \j y; ' STRAW BALES
apparent, top -dress Poll seeded wheat or rye seeding with 50 pounds per acre of
in February March.
3. Tall fescue 2 70 lbs. 5.5 to 7.5
insect larvae kill.
• Compost shall be well decomposed, stable, and weed free.
replace the affected portion immediately. Note; All repairs should meet epecificatfons as
_ __ _
�/ // / �j�- ENTRENCHED
nitrogen or
9 Y
(4) SOD
3. Use the wrap join method when joining posts
P 1 1 9 P
4. Contact Indiana Underground Planned Protection Systems, Inc. for underground Utility locations.
outlined wltM flue measure.
CONTAINMENT) �\ \\ \ \\ COMPACTED SOIL
/���%� 4 INCHES THE
bon
• Refuse free less than one percent b weight).
( P Y 9 )
of the 60 -day period.
• Remove deposited sediment when it is causing the filter fabric to bulge or when it
MATERIAL INTO SOIL
���
(�p�q�
Sod should not be installed during hot weather, on dry soil, frozen soil, compacted clay, loose sand
Free of an contaminants and materials toxic to plant growth.
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reaches one -half the height of the fence at its lowest point. When contributing
Prefabricated Washout Systems /Containers
A ilicallim
or gravely substrate soils, aggregate, or pesticide treated soil. The ideal time to lay sod is May 1 to
• Inert materials not to exceed one percent by dry weight pH of 5.5 to 8.0.
(
drainage area has been stabilized, remove the fence and sediment deposits, grade
• Install and locate according to the manufacturer's recommendations.
Site Preparation
June 1 or September 1 to September 30, although it con be installed as early as March 15 if
• Carbon - nitrogen ratio not to exceed 100.
K
1 ton
the site to blend with the surrounding area, and stabilize.
and heteled System
1.Grode the site to achieve positive drainage.
available or June 1 to September 1 if irrigated.
• Moisture content not to exceed 45 percent by dry weight.
Or CellulOSe1
• Utilize and follow the design in the storm water pollution prevention plan to install the system.
2. Add topsoil or compost mulch to achieve needed depth for establishment of vegetation. (Compost
• Variable particle size with maximum dimensions of three inches in length, one -half inch
SILT FENCE BARRIER INSTALLATION
• Dependent upon the type of system, either excavate the pit or install the containment system.
material may be added to improve soil moisture holding capacity, soil friability, and nutrient
Me Preparation
in width and one -half inch in depth.
• A base shall be constructed and prepared that is free of rocks and other debris that may cause tears or
availability.)
1. Apply topsoil if existing soil conditions are unsuitable for establishing vegetation.
• Reseed, if applicable.
NO SCALE
punctures in the polyethylene lining.
Seedbed Pr film
2. Grade the site to achieve positive drainage and create a smooth, firm soil surface.
Table t Compost Par" &e
C
C
• Inspect daily.
• Install the polyethylene lining. For excavated systems, the lining should extend over the entire excavation.
1.Test soil to determine pH and nutrient levels.
3. Where applicable, use a chisel plow, disk, harrow, or rake to break up compacted soils and create
• Inspect geotextile fabric and make needed repairs immediately.
The lining for bermed systems should be installed over the pooling area with enough material to extend
The lining be
2. Apply soil amendments as recommended by the soil test and work into the upper two to four
a fovorable rooting depth of six to eight inches.
Percent Passing Sieve Size
• Remove sediment from pool area to provide storage for the next storm event. Avoid
the lining over the berm or containment system. should secured with pins, staples, or other
inches of soil. If testing is not done, apply 400 to 600 pounds per acre of 12 -12 -12 analysis
-F-3/4-Inch
7. Immediately after grading, apply surface stabilization practices on all graded areas, using
2. Tall fescue 2 50 lbs. 5.5 to 7.5
2 -Inch Sieve
1 -Inch Sieve
Sieve
>1 4 -Inch Sieve
permanent measures in accordance with the erosion control plan. However, if weather delays
- White Clover 1 2 lbs.
fasteners.
• Place flags, safety fencing, or equivalent to provide a barrier to construction equipment and other traffic.
9 Y 9� q P
fertilizer, or equivalent.
Sod Bed preparation
1. Test soil to determine pH and nutrient levels.
�
stabilization, temporary seeding and /or mulching may be necessary as a provisional
100%
gg%
o
90%
0
25%
0
)
permanent
measure. Also stabilize (using temporary seeding /mulching or other suitable means) any
• Place a non -rolls sin , non -water holding cover over the washout facility prior to a predicted rainfall
P 9 9 Y P P
event to prevent accumulation of water and possible overflow of the system (optional).
3. Till the soil to obtain a uniform seedbed. Use a disk or rake, operated across the slope, to work
the soil amendments into the upper two to four inches of the soil.
2. If soil pH is too acidic for the grass sod to be installed, apply lime according to soil test results
or at the rate recommended by the sod supplier.
GEOTEXTILE FABRIC YARD DROP
disturbed area where active construction will not take place for 15 working days.
- red clover 1 20 lbs.
30 lbs.
• Install signage that identifies concrete washout areas.
• Post signs directing contractors and suppliers to designated locations.
Seeft
Optimum seeding dates are March 1 to May 10 and August 10 to September 30. Permanent seeding
3. Apply fertilizer as recommended by the soil test. If testing was not done, apply 400 to 600 pounds
per acre of 12 -12 -12 analysis Fertilizer, or equivalent.
Borxfllfl Ag" (otiopW
Tacicifiers, flocculants, or microbial additives may be used to remove sediment and /or additional
8. Install Post Construction BMP measures. Includes final grading and stabilization. If any of these
temporary sediment control devices during construction, remove and
4. Orchard grass
- fed Clover 1 20 lbs. 5.6 to 7.0
• Where necessary, provide stable ingress and egress or alternative approach d for concrete washout
Y P 9 9 PP Pa
done between May 10 and August 10 may need to be irri \expndtw2 gated. Seeding outside or beyond
4. Work the soil amendments into the upper two to four inches of soil with a disk or rake operated
pollutants from storm water runoff. All additives combined with compost materials should be tested
P ( p
areas were used as
- white clover 1 2 lbs.
systems.
Maintenance:
optimum seeding dates is still possible with the understanding that reseeding or overseeding may be
required if adequate surface cover is not achieved. Reseeding or overseeding con be easily
across the slope.
for physical results at a certified erosion and sediment control laboratory and biologically tested for
P Y Y 9 Y
restabilize for post construction use.
• Inspect daily and after each storm event.
accomplished if the soil surface remains well protected with mulch.
5. Rake or harrow the area to achieve a smooth final grade and then roll or cultipack the soil
elevated beneficial microor anisms at a United Slates Com ost Council, Seol of Testin Assurance,
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5. Crownvetch 1 12 lbs. 5.6 to 7.0
• Inspect the integrity of the overall structure including, where applicable, the containment system.
1.Select a seeding mixture and rote from Table 1 Permanent Seeding Recommendations. Select seed
surface to create a firm surface on which to lay the sod.
approved testing laboratory.)
9. After construction and final grading, landscape and permanently stabilize all disturbed areas,
-tall fescue 2 30 lbs.
Inspect the system for leaks, spills, and tracking of soil by equipment.
mixture based on site conditions, soil pH, intended land use, and expected level of maintenance.
LayitgtoSod
H
I
• Inspect the polyethylene lining for failure, including tears and punctures.
2. Apply seed uniformly with a drill or cultipocker seeder or by broadcasting. Plant or cover the seed
1. Install sod within thirty -six hours of its cutting.
Soil Material (OptiOrlaf)
unstable sediment around them, and stabilize those areas with permanent seeding and erosion
• Once concrete wastes horden, remove and dispose of the material.
to a depth of one - fourth to one -half inch. If drilling or broadcasting the seed, ensure good
P 9 9 9
2. Store the sod in a shaded location during installation.
Five percent to ten percent sandy loom (as classified by the U.S. Deportment of Agriculture soil
control blanket if necessary.
STORM GRATE
• Excess concrete should be removed when the washout system reaches 50 percent of the design capacity.
be initiated
seed -to -soil contact by firming the seedbed with a roller or cultipocker after completing seeding
3. Immediately before laying the sod, rake the soil surface to break any crust. (If the weather is hot,
classification system).
10. Maintain oil erosion and sediment control practices until all disturbed areas are permanently
2 LAYERS OF
NON -WOVEN HEAVY DUTY 6 "X6 "X10 10 GAGE WIRE
/
Use of the system should be discontinued until appropriate measures can to clean the
structure. Prefabricated systems should also utilize this criterion, unless the manufacturer has alternate
operations. (If seeding is done with a hydroseeder fertilizer and mulch can be applied with the seed
lightly irrigate the soil surface prior to laying the sod.)
GEOTEXTILE FABRIC ON
"' DOWN SLOPE AND 2" X 2" HARDWOOD POST
specifications.
In a slurry mixture.)
3. Mulch all seeded areas and use appropriate methods to anchor the mulch in place. Consider using
4. Loy sod in tl back -like pattern.
Ninety percent or greater over the soil surface.
Y P 9
r _ OR STEEL TEE POST
BOTTOM OF TRENCH
• Upon removal of the solids, inspect the structure. Repair the structure as needed or construct a new
erosion control blankets on sloping areas and conveyance channels.
5. Butt all joints tightly against each other (do not stretch or overlap them), using a knife or mason's
joints
�wng Meew
12 TO 18" MEASURED FROM
COMPACTED FILL TOP Of INLET
system.
• Dispose of all concrete in a legal manner. Reuse the material on site, recycle, or haul the material to an
Meirter>ance
Inspect within 24 hours of each rain event and of least once every seven calendar days nail/ the
trowel to trim and fit sod into irregularly shaped areas.
6. Roll the sod lightly after installation to ensure firm contact between the sod and soil.
• Moisten compost /mulch blanket for a minimum of 60 days.
- - FL - -
`
o roved construction demolition landfill site. Rec clan of material is encoura ed. The waste motenal can
Pp / Y 9 9
vegetation �s successfully established.
7. Irrigate newly sodded areas until the underlying soil is wet to a depth of four inches, and then
• Erosion control netting (optional).
_
be used for multiple applications including but not limited to roadbeds and building, The availability for
• Characteristics of a successful stand include vigorous dark green or blwshgreen seedlings with a
keep moist until the grass takes root.
G
8" -
SQUARE YARD INLET I 1 18" MIN.
recycling should be checked locally.
• The plastic liner should be replaced after every cleaning; the removal of material will usually damage the
uniform vegetative cover density of 90 percent or more.
slopeAPPICa1pe
CoverTtrdmm
2" X 2" HARDWOOD POST
lining.
• Check for erosion or movement of mulch.
1 ' h h l d• I t lit, I
T" 2. Corrpoat %get Thickness
Slope
OR STEEL TEE POST 4"
• The concrete washout system should be repaired or enlarged as necessary to maintain capacity for
• Repair damaged, bare, gullied, or sparsely vegetated areas and then fertilize, reseed, and apply and
. Install the sod strips wit t e ongest dimension perpen cu or o e s ope.
1 to 2 inches
Not Applicable
25% to 50%
concrete waste.
anchor mulch.
2. Where slopes exceed a ratio of 3:1, staple or stake each strip ,at the corners and in the middle.
> 50%
> 2:1
3' DIAMETER
• Concrete washout systems are designed to promote evaporation. However, if the liquids do not evaporate
• If plant cover is sparse or patchy, evaluate the plant materials chosen, soil fertility, moisture
When concrete washout systems are no longer required, the concrete washout systems shall be closed.
one -half of the fertilizer in late spring and one -half in early Fall. For warm - season grasses, apply
Maintenance
3' HIGH ANCHOR TO GRATE
and the system is near capacity it may be necessary to vacuum or remove the liquids and dispose of
condition, and mulch application; repair affected areas either by overseeding or preparing a new
Cranial Applcalmn
Dispose of all hardened concrete and other materials used to construct the system.
• n n other land disturbances associated with the stem should be bockfilled graded,
Holes, depressions and of e g
one -third in early spring, one -third in late spring, and the remaining one -third in middle summer.
6"x6" 10/10 GAUGE WIRE
NON WOVEN GEOTEXTILE
them in on acceptable method. Disposal may be allowed at the local sanitary sewer authority provided
seedbed and reseeding. Apply and anchor mulch on the newly seeded areas.
(Sodding provides quicker protection than seeding and may reduce the risk of early washout.)
I�'•
`'
FILTER FABRIC
their National Pollutant Discharge Elimination System permits allow for acceptance of this material. Another
• If vegetation fails to grow, consider soil testing to determine soil pH or nutrient deficiency problems.
/ % �/
�<�\
and stabilized.
option would be to utilize a secondary containment system or basin for further dewatering.
(Contact your soil and water conservation district or cooperative extension office for assistance.)
1. Excavate the channel, allowing for the full thickness of the sod.
,'� \ ' ' '
• Prefabricated units are often pumped and the company supplying the unit provides this service.
• If additional fertilization is needed to get a satisfactory stand, do so according to soil test
2. Loy the sod strips with the longest dimension perpendicular to channel flow.
4. Broadcast o minimum of one pound of nitrogen (N), one -half pound of phosphorous
YARD CASTING
t' t' 't' I b t ens re s liers contractors and th rs r t•I' •n
soil pH and drainage), slope aspect, and the tolerance of each species to shade and drought.
• Time mowing to ovoid ruts in turf
Slope
Thickness of
Compost Blanket
Thickness of Compost
Blanket with Erosion
Control Netting
< 25%
< 4:1
1 to 2 inches
Not Applicable
25% to 50%
4:1 to 2:1
1 to 2 inches
2 inches
> 50%
> 2:1
2 to 3 inches
3 inches
En
Carmel Specialty
Surgery Center
Tenant Improvement
Meridian Crossing First Floor
11590 N Meridian Street
Carmel, IN 46032
923 NE Woods Chapel Road, Suite 550
Lee's Summit, MO
v 866.700.3757 / f 866.760.3757
ISSUED FOR:
Zoning Review 4120/2012
TI Permit 5/7/2012
Site Improvements 5/23/2012
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, "'D , -A- �y'OZO''-,
P /� ER C'
- O /e``' Fo \y
I PE 10000126 1
-p \ STATE OF /
�DIA/
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NAL
Gastinger
Walker
Harden
Architects
817 Wyandotte
Kansas City, MO 64105
816 421 8200 p
816 421 1262 f
designwithinsight.com
Electrical / Plumbing
PKMR Engineers
8801 Ballentine, Suite 200
Overland Park, KS 66214
913.492.2400 / 2437 fax
Mechanical
Wiegmann Associates, Inc.
750 Fountain Lakes Blvd.
St. Charles, MO 63301
314.409.3350
Structural
Bob D. Campbell & Co.
4338 Belleview
Kansas City, MO 64111
816.531.4144
Civil
Cripe Architects + Engineers
3939 Priority Way South Drive, Suite 400
Indianapolis, IN 46240
317.844.6777
Landscape
Vive Exterior Design
15325 Herriman Blvd.
Noblesville, IN 46060
317.773.9933
KEY PLAN
Drawn B
Checked By -
EROSION CONTROL
DETAILS AND NOTES
C402
IIIIIIIIIIIIIIIIIIII ��
Project Number: 2012.105 @ Copyright 2012
#4 GAGE WIRE GRASS
• Inspect construc on ac Ivl les on a regu ar asps o u app o e a e u �zl g
designated washout areas. If concrete waste is being disposed of improperly, identify the violators and take
recommendations.
. Add fertilizer the following growing season. Fertilize according to soil test recommendations.
J. Stople or stake each strip of sod at the corners and in the middle.
4. Staple jute or biodegradable polypropylene nettin over the sodded area to minimize the potential
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Ap*dm
appropriate action.
Fertilize turf areas annually. Apply fertilizer in a split application. For cool- season grasses, apply
for washout during establishment.
1. Remove existing vegetation, large soil clods, rocks, stumps, large roots, and debris in
When concrete washout systems are no longer required, the concrete washout systems shall be closed.
one -half of the fertilizer in late spring and one -half in early Fall. For warm - season grasses, apply
Maintenance
areas where compost mulch is to be applied and dispose of in designated areas.
/, ,
Dispose of all hardened concrete and other materials used to construct the system.
• n n other land disturbances associated with the stem should be bockfilled graded,
Holes, depressions and of e g
one -third in early spring, one -third in late spring, and the remaining one -third in middle summer.
• Inspect within 24 hours of each rain event and at least once every seven calendar days until sod is
2. Scarify sloping areas.
Y P 9
I�'•
`'
Table IPaw rMSeedngRewrtmendatiOns
well rooted.
3. Aerate areas to be covered with compost /mulch blanket. (Proper aeration will require a
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and stabilized.
This table provides several seed mixture options. Additional seed mixtures ore available commercially.
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• Kee sod moist until full rooted.
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minimum of two passes oriented in opposite directions.)
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CONCRETE WASHOUT DETAIL
When selecting a mixture, consider intended land use and site conditions, including soil properties e
9 9 P P (9.
• After sod is well- rooted two to three weeks), maintain a /ant height of two to three inches.
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4. Broadcast o minimum of one pound of nitrogen (N), one -half pound of phosphorous
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soil pH and drainage), slope aspect, and the tolerance of each species to shade and drought.
• Time mowing to ovoid ruts in turf
(P205), and one -half pound of potash (K20) per 1,000 square feet or 300 to 400
E
ROUND YARD INLET TUCK FILTER FABRIC
NO SCALE
• Fertilize turf areas annually. Apply fertilizer in a split application. For cool season grosses, apply
pounds per acre of 12 -12 -12 analysis fertilizer, ore equivalent, per acre.
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UNDER CASTING
Open Low- Mairtenance Aree�s (1mrMi� k!e more Utsn silt months)
one -half of the fertilizer in late spring and one -half in early fall. For warm- season grosses, apply
Installation
one -third in early spring, one -third in late spring and one -third in mid - summer.
5. Apply compost mulch blanket with a pneumatic blower or per manufocturer's directions.
1. Dig an eight -inch deep, four -inch wide trench around the perimeter of the inlet.
2. If using - assembled geotextile fabric and posts, drive the posts into the soil, tightly
EROSION AND SEDIMENT CONTROL SEQUENCE AND IMPLEMENTATION
Seed Mixtures Rate per Acre Optimum Soil pH
a. Apply within three days of completing aeration operations.
pre
stretching the geotextile fabric between posts as each is driven. (Posts must be placed on
Pure Live Seed
(�Mt1L�NQ
b. Overlap top of slope shoulder by five to ten feel.
the inlet side of the anchor trench with the geotextile fabric on the side of the trench
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1. Post the contort information for the person with onsite responsibilities.
70 lbs. 5.6 to 7.0
c. Seed may be applied at time of installation. (Seed must be evenly blended into the
farthest from the inlet.)
1. Perennial ryegross
Speckatione
compost if applied with a pneumatic blower or applied with o calibrated seeder
P PP P PP
2. Identify construction staging, concrete washout areas, material storage and areas. Each area
- white clover 1 2 lbs.
Materials
attachment prior to installation of the compost blanket.)
Note: If assembling the geotextile fabric and posts on -site, drive the posts into the soil and
shall be properly protected and delineated prior to construction.
2. Perennial ryegrass 70 lbs. 5.6 to 7.0
T"I Mulch Spedlicatiaro
6. Water compost mulch blanket for a period of 60 days following application. (On steeper
D
Material 1
Rate per Acre
Comments
D
then secure the eotextile fabric to the posts by placing a piece of lathe over the fabric and
se
the fabric it is fastened )
48 hours
- tall fescue 2 50 lbs.
slopes, it may be necessary to install erosion control netting over the compost blanket.)
Straw or Hay
2 tons
Should be dry, free of undesirable seeds.
fastening it to the post (stretching between posts as
P ( 9 P
3. IDEM and the City of Carmel must be notified within of commencing construction.
a. Mist blanket for first seven days and then every three days throughout the remainder
3. Tall fescue 2 70 lbs. 5.5 to 7.5
3. Use the wrap join method when joining posts
P 1 1 9 P
4. Contact Indiana Underground Planned Protection Systems, Inc. for underground Utility locations.
- white clover 1 2 lbs.
Spread by hand Or machine.
of the 60 -day period.
4. Place the bottom 12 inches of geotextile fabric into the eight -inch deep trench, loying the
(1 -800- 382 - 5544).
Must be Crimped or anchored (See Table 2).
b. Maintain a constant moisture content of 40 percent to 60 percent.
remaining four inches in the bottom of the trench and extending away from the inlet.
5. Backfill the trench with soil material and compact it in place.
SterpBarb sndCuts ,� Areas (not mowedl
Maintenance
Wood fiber
1 ton
Apply With 0 hydraulic mulch machine and
6. Brace the posts by nailing braces into each corner post or utilize rigid panels to support
5. Before opening the site, first evaluate, mark and protect important trees and associated root
Or CellulOSe1
use with tacking agent.
• Ins ect within 24 hours of a rain event and at least once ever seven calendar days.
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fabric.
re
zones, unique areas to be preserved (i.e. wetlands), or existing vegetation suitable for use as
•Repair eroded areas.
filter strips (especially in perimeter areas).
Seed Mixtures Rate per Acre Optimum Soil pH
1 Mulching is not recommended in concentrated flows. Consider erosion control blankets or other
• Reseed, if applicable.
Maintenance:
"General
Pure Live Seed
stabilization methods.
•Monitor vegetation and a I appropriate soil amendments �f needed per a soil test.
g apply ( ) p
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C
• Inspect daily.
6. Begin mass eorthwork for preliminary grading. See Seeding and Surface Stabilization
1. Smooth brome grass 35 lbs. 5.5 to 7.0
• Inspect geotextile fabric and make needed repairs immediately.
Procedures" for temporary seeding guidelines on this sheet.
- red Clover 1 20 lbs.
Coverepe
• Remove sediment from pool area to provide storage for the next storm event. Avoid
The mulch should have a uniform density of at least 75 percent over the soil surface.
damaging or undercutting fabric during sediment removal.
7. Immediately after grading, apply surface stabilization practices on all graded areas, using
2. Tall fescue 2 50 lbs. 5.5 to 7.5
• When contributing drainage area has been stabilized, remove sediment, properly dispose of all
permanent measures in accordance with the erosion control plan. However, if weather delays
- White Clover 1 2 lbs.
construction material, grade area to the elevation of the storm drain inlet top, then stabilize
stabilization, temporary seeding and /or mulching may be necessary as a provisional
immediately.
permanent
measure. Also stabilize (using temporary seeding /mulching or other suitable means) any
3. Tall fescue 2 50 lbs. 5.5 to 7.5
GEOTEXTILE FABRIC YARD DROP
disturbed area where active construction will not take place for 15 working days.
- red clover 1 20 lbs.
30 lbs.
B
INLET PROTECTION
8. Install Post Construction BMP measures. Includes final grading and stabilization. If any of these
temporary sediment control devices during construction, remove and
4. Orchard grass
- fed Clover 1 20 lbs. 5.6 to 7.0
B
areas were used as
- white clover 1 2 lbs.
restabilize for post construction use.
NO SCALE
5. Crownvetch 1 12 lbs. 5.6 to 7.0
9. After construction and final grading, landscape and permanently stabilize all disturbed areas,
-tall fescue 2 30 lbs.
including borrow and disposal areas. Also remove temporary runoff control structures and any
unstable sediment around them, and stabilize those areas with permanent seeding and erosion
control blanket if necessary.
10. Maintain oil erosion and sediment control practices until all disturbed areas are permanently
A
A
') z ti F 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 1 22 1 23 1 24
C,
Carmel Specialty
Surgery Center
Tenant Improvement
Meridian Crossing First Floor
11590 N Meridian Street
Carmel, IN 46032
923 NE Woods Chapel Road, Suite 550
Lee's Summit, MO
v 866.700.3757 / f 866.760.3757
ISSUED FOR:
Zoning Review 4120/2012
TI Permit 5/7/2012
Site Improvements 5/23/2012
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I PE 10000126 1
-p \ STATE OF /
�DIA/
°''ASS/ O ��� .
NAL
Gastinger
Walker
Harden
Architects
817 Wyandotte
Kansas City, MO 64105
816 421 8200 p
816 421 1262 f
designwithinsight.com
Electrical / Plumbing
PKMR Engineers
8801 Ballentine, Suite 200
Overland Park, KS 66214
913.492.2400 / 2437 fax
Mechanical
Wiegmann Associates, Inc.
750 Fountain Lakes Blvd.
St. Charles, MO 63301
314.409.3350
Structural
Bob D. Campbell & Co.
4338 Belleview
Kansas City, MO 64111
816.531.4144
Civil
Cripe Architects + Engineers
3939 Priority Way South Drive, Suite 400
Indianapolis, IN 46240
317.844.6777
Landscape
Vive Exterior Design
15325 Herriman Blvd.
Noblesville, IN 46060
317.773.9933
KEY PLAN
Drawn B
Checked By -
EROSION CONTROL
DETAILS AND NOTES
C402
IIIIIIIIIIIIIIIIIIII ��
Project Number: 2012.105 @ Copyright 2012