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Ready for winter? Consider
what happened several years ago at one construction site that wasnt
prepared for the erosive impact of winter storms on exposed, disturbed
ground.
The 30-ac. site was located
on hilly land in a suburb of Portland, OR, where heavy rains are
much more common in the winter than snow is. A residential subdivision
was being built on a former pasture, just below an established residential
development. In fact, the main street of an existing development
dead-ended at the top edge of the pasture and there were no catch
basins to collect stormwater runoff. That pasture sloped in two
directions, at about a 2:1 gradient, to different, sensitive streams
at the bottom. Before, the pastures vegetation had protected
the field from being eroded by rainfall and by stormwater running
onto it from the dead-end street. However, excavation had completely
stripped the field, leaving it bare and unprotected.
"In January, the
area was hit with a deluge," recalls Fred Wright, who directs
the erosion control program for the Unified Sewerage Agency, based
in Hillsboro, OR. "There were no BMPs [best management practices]
at the top of the former pasture to divert stormwater from the existing
street and no BMPs to prevent soil movement. As a result, stormwater
runoff washed tons of soil into the two streams, and it carved gullies
up to about 4 feet deep and left two existing landscaped yards filled
with half a foot of mud. It was an ugly sight. The developer spent
approximately $35,000 to clean up the sediment, repair the damage,
and install proper erosion prevention measures."
As authorities in many
areas of the country start to tighten up enforcement of rules and
regulations protecting the environment, the importance of controlling
erosion and sediment at construction sites will only increase. Grading
and excavating work can lead to soil erosion and pollution of air
and water with sediment just about any time of the year, given the
right conditions. In some areas of the country, as in Portland,
rain is the main erosion concern in the winter. In other regions,
subfreezing temperatures might hold soil particles in place during
much of the winter. Often, though, periodic thawing temperatures
and runoff from melting snow can erode exposed slopes. Even shutting
a site down for the winter doesnt eliminate the need to protect
disturbed soils from winters wind, rain, and snow.
Denis Lovely, a construction
manager with the Maine Department of Transportation in Augusta,
has witnessed the consequences of not stabilizing highway construction
sites for winter prior to shutdown. "Ive seen slopes
slump and shear right away, producing massive mudslides and turning
streams brown and muddy. In the spring you have to get all the heavy
equipment back on the site. Its time-consuming to clean up
the mess and repair the damage. It can be quite costly."
Such threats to profits
are increasing in many areas as developers and other landowners
seek to shorten the interval between breaking ground and generating
cash from the newly developed property. Milder weather the past
few years has also encouraged grading and excavation contractors
in northern areas to work more in the winter than they might have
a few years ago.
In the Louisville, KY,
area, grading and excavation contractors work in the winter if they
can, reports Larry Pardue Jr., construction enforcement officer
with the Jefferson County Metropolitan Sewer District. "Some
winters the weather can be terrible. Other winters can be like a
long spring. Last winter, we didnt have more than about an
inch of snow."
The districts 14-day
rule requires stabilizing bare areas at construction sites if there
has been no earth-disturbing activities the previous two weeks.
Acceptable protective materials include mulch straw, erosion control
blankets, or grass, such as winter wheat. Grass is the most popular
choice, Pardue notes.
"Usually its
more economical to go with some type of permanent erosion control,
such as winter wheat, fescue, or rye," he states. "August
to late November is a good time to seed and establish a good stand
of grass in this area. We want all swales on-site vegetated and
all easements finished to grade and flowing correctly. That, plus
the 14-day rule, tends to get sites pretty well vegetated and prepared
for winter."
Working
in Wet Winters
Wright reports, however,
that winter construction activity in Washington County in the metropolitan
Portland area has been decreasing. In part, he says, that reflects
his departments efforts to educate grading and excavating
contractors and developers about the added expenses of working during
soggy winters.
"Often they overlook
the tremendous cost of inspecting and maintaining erosion and sediment
control measures at an active construction site during wet weather,"
notes Wright, a Certified Professional in Erosion and Sediment Control
(CPESC). For sites in the seven-city area within the Unified Sewerage
Agencys jurisdiction, that includes covering all ground disturbed
by construction activities at the end of the day.
A number of factors can
cause soil-disturbing construction activities to extend into winter.
Thats where scheduling the work to allow enough time for all
the necessary permits can pay off. In Washington County, for instance,
previous development has pushed new subdivision projects into hilly
areas and higher up in watersheds near critical headwaters and sensitive
streams. Earthmoving activities there might require permits from
a number of agencies, such as the Oregon Division of Lands, the
Oregon Department of Fish and Wildlife, and the US Army Corps of
Engineers. Obtaining all the necessary permits can lengthen total
turnaround time to as long as three months. In addition, factors
such as an active construction market or a lack of review staff
can stretch a municipalitys normal 15-day plan review and
permit-issue turnaround to a month or longer.
The inability to compact
wet soils for construction and the high cost of remediating any
erosion and sediment damage pretty much rule out mass grading and
balancing cuts and fills during the winter in the Portland area,
Wright notes. In the case of a subdivision, however, its still
possible to excavate for roads and utilities in wet weather to offset
the cost of delaying other work until the arrival of spring and
drier weather.
"Contractors are
coring out streets, loading the excavated dirt on dump trucks standing
next to the work area on rock, and either stockpiling the material
on-site and covering it with 6-mil plastic or taking it to landfills
that accept dirt," he reports. "After carving out the
roads, theyre laying down a gravel sub-base to stabilize them.
Theyre also backfilling utility trenches at the end of each
day with gravel so that the whole width of the road has a gravel
cover on it."
In the Unified Sewerage
Agencys area, the requirement to protect all disturbed soil
daily is in effect throughout the wet weather. That period currently
runs from October 15 to the following April 30. In addition, all
seeding applications must be completed by September 1. This requirement
provides a two-month window to establish a vegetative cover before
the winter rains begin.
"If sites are seeded
by that date and the proper soil amendments are included, we usually
get at least 80% establishment of a good, healthy stand by November
1," Wright states. "If not, all bare areas must be covered
with straw, mulch, erosion control blankets, or other suitable erosion
prevention measures."
Sites not meeting that
or other erosion and sediment control requirements receive a deficiency
notice. Failure to correct deficiencies in a timely manner can then
result in a stop-work order, a civil citation, or both. Violators
may also be fined up to $1,000 per incident. For example, a failed
sediment fence would count as one incident. A gravel construction
site entrance badly contaminated with sediment would be a second
incident, and bare soil would be a third incident. The penalty for
all three could total as much as $3,000.
The most popular material
for protecting bare soil is a uniform 2-in.-thick layer of straw.
"Weve seen tremendous advantages to just using basic
straw," Wright observes. "Hay, chopped up and blown on,
is prone to movement by wind or water unless an appropriate tackifier
is applied. The longer, coarser lengths of straw will hold in place
when wet or crimped into the soil."
Typically, a straw covering
is combined with other practices to control erosion and sediment
generated from runoff. These measures may change, however, as construction
work alters the topography and the resulting direction and force
of stormwater runoff. For example, in addition to a 2-in. covering
of straw, erosion and sediment control measures might include other
BMPs, such as horizontal dozer tracks, sediment fence, or terracing
depending on the length and gradient of the slope. On a 4:1 slope,
the spacing between sediment barriers installed on contours might
be 100 ft. On a 2:1 slope, the interval might be just 25 ft.
Working
in Cold, White Winters
In snow country and other
areas characterized by long spells of mostly subfreezing temperatures,
preparing construction sites for winter calls for a different approach.
But the idea is still the same: establish vegetation as soon as
possible. Depending on climate, that might be in the fall or in
the spring.
"You increase the
potential for erosion at a construction site by removing vegetation,"
says Bill Agnew, CPESC, of Reveg Environmental Consulting in Lehi,
UT. "So the sooner you get it back, the sooner you can reduce
the potential for excessive erosion.
"Seed your permanent
or temporary vegetation in the fall. That avoids waiting in the
spring for soils to dry enough to bring in seeding equipment and
captures the full benefit of winter and spring moisture to get plants
off to an earlier start."
For winter shutdown,
soil and seed on all slopes should be protected, with particular
emphasis on slopes steeper than 3:1. One option might be blowing
on straw, followed by crimping or spraying with a tackifier to hold
the straw in place, Agnew offers. The increased erosion protection,
offered by a bonded fiber matrix or erosion control blankets, however,
might make them better choices, depending on the erodibility of
the soils and the steepness of the slope.
Fall is also the time
to put sediment control measures in place. In areas of high snowfall,
Agnew recommends using low-profile practices, such as straw wattles
or artificial dam devices, because taller structures, such as unreinforced
silt fence, can collapse under the weight of deep snow. In some
cases, however, chainlink fencing or other materials can be used
to strengthen the ability of silt fence to remain standing in the
spring.
When construction activity
continues into the winter in cold climates, Agnew advocates minimizing
the amount of soil disturbed and left unprotected at any given time.
"Its difficult to justify a temporary cover if soil remains
frozen. If the soil is subject to freezing and thawing, however,
sediment control measures might be needed with muddy haul roads.
A low-cost temporary cover, such as hydromulch or a tackifier, might
be appropriate treatment for slopes. But you have to take extra
precautions to prevent hydroseeding equipment, used to apply the
materials, from freezing up."
While its a challenge,
keeping water flowing through hydroseeding equipment in subfreezing
temperatures can be done, assures erosion control contractor Bob
Arello of Hydrograss Technologies in North Oxford, MA. He recalls
two midwinter slope stabilization jobs his company did last winter.
One involved about 7 ac. of high, very steep, bare slopes on a construction
project in Marlboro, MA. Water leaching out of the hillsides was
carrying large amounts of sediment down the slopes and into a stream.
The project owner wanted to quickly cover the disturbed soils. The
rough surface of the slope ruled out the use of erosion control
blankets, because water could use the surface irregularities to
flow under the blanket, causing more erosion.
Hydrograss Technologies
was called in to spray a bonded fiber matrix-a blend of wood fibers
and special tackifiers-over the bare slopes to hold the soil in
place. By that time, however, the air temperature was in the 15°-20°F
range. Using the tower gun on their 3,300-gal. hydroseeding rig,
Arellos crew kept the thick slurry in the machine agitating
continuously as they applied the material. When they finished spraying,
they quickly flushed out the slurry.
"The bonding agent
in the material was absorbed about one-fourth inch into the bare,
frozen ground and set up almost instantly in the cold temperatures,"
Arello recalls. "A few weeks later, during a thaw, we hydroseeded
rye grass with hydromulch over the bonded fiber matrix. The material
greatly reduced fugitive soil particles, and the rye germinated
in the spring. Everything held up well. I would do it again."
Arello also used the
same bonded fiber matrix last winter to stabilize about 20 ac. of
bare clay slopes at a golf course project in Quincy, MA. Thawing
temperatures and rain had eroded the slopes, creating a big sediment
control problem before two weeks of frigid air froze the soil in
place. Erosion control blankets could not be installed, because
the staples, used to anchor the blankets, could not be driven into
the frozen, unprotected ground. Arello reports that it took his
crews, using two hydroseeding trucks and working with wind-chill
factors as low as about -30°F, about a week to complete the
job.
Working
in Wet and White Winters
In Maine, where many
bridge construction and road improvement projects extend into the
next year, grading and excavating contractors face a wide range
of winter weather conditions. Southern and midcoastal areas of the
state normally receive rain but little snow. Winters in northern
Maine, by contrast, typically include significant snow depths and
deep frost. In between these extremes, midwinter rainstorms in other
areas might drop several inches of rain, melting the snow cover
and producing heavy runoff.
"Last winter was
fairly warm, and contractors pretty much worked right through winter,"
observes Joyce Noel, environmental engineer for the Maine Department
of Transportations Construction Division.
Until 1998, winter erosion
control practices on active Maine DOT projects consisted mostly
of blowing on hay mulch once a week or so. "Usually the mulch
wasnt applied very thickly," Noel notes. "Even with
fairly high application rates, wind from cars and trucks passing
through the sites would blow off the mulch, resulting in a lot of
bare areas."
Now requirements for
winter erosion and sediment control on Maine DOT projects are much
more strict. In addition to covering all disturbed slopes by November
1, contractors must develop a plan to temporarily control erosion
and sediment through the winter. Those plans must include measures
that divert runoff from rain or snowmelt away from disturbed soils
and protect these soils from coming in contact with water. This
includes covering any bare, exposed soils at the end of each days
work.
Water diversion practices
may include a curb at the top of the slope that directs runoff to
a plastic-lined downspout, a pipe, or a channel lined with riprap,
depending on slope length and gradient.
Whether a site is closed
down for the season or construction proceeds through the winter,
disturbed soils must be covered with suitable materials. They include
a 3-in.-thick application of hay mulch (twice the rate used the
rest of the year) on 4:1 or flatter slopes. On several projects
at windy sites, a biodegradable netting has been stapled over the
hay mulch to keep the mulch from blowing away.
"The openings in
the net were large enough so that birds and other wildlife wouldnt
get trapped in it," adds Maine DOTs Lovely.
On steeper slopes, where
erosion is a greater threat, choices include erosion control blankets
or woodwaste mulch. A byproduct of paper production, woodwaste mulch
is a mixture of small pieces of bark and woodwaste and dirt. In
the past, it has been disposed of in landfills. When used for permanent
erosion and sediment control, this material is seeded with grass
or other vegetation. "The woodwaste mulch holds heat and moisture
to improve seed germination and establishment," explains Lovely.
The application rate
of woodwaste mulch varies from 6 in. thick on 3:1 slopes up to 12
in. thick on slopes as steep as 1.5:1. When used on steep slopes,
the woodwaste mulch must be stabilized at the base of the slope
with riprap, Noel points out. "Regardless of the materials
used to cover the slope, its important to install practices,
such as a silt fence, at the foot of the slopes to keep any sediment
that might erode from washing into a water resource."
She says that Maine DOT
encourages contractors to install permanent erosion and sediment
control measures as soon as possible to minimize the amount of disturbed
soils requiring temporary measures. For one thing, a contractor
is paid for each cubic yard of woodwaste mulch or the amount of
erosion control blankets or other materials applied for permanent
erosion control.
Also, Maine DOT owns
the slope as soon as it is permanently stabilized. That ends the
contractors liability should the permanent erosion and sediment
control measures fail later. "Contractors bid temporary erosion
and sediment control measures as a lump-sum item," Noel says.
"So it behooves them to use as few temporary practices as possible.
Most contractors time their projects so they can minimize the need
for temporary erosion and sediment control practices. At the end
of the day, they put the woodwaste mulch on a finished grade, and
the state owns the slope up to that point. The next day, the contractor
keeps going up the slope."
Greg Northcutt is
a frequent contributor to Grading & Excavation Contractor.
| Prep
Your Equipment for Cold Weather |
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Part of the process
of preparing a construction site for winter is making sure
equipment is ready for cold-weather operations or storage.
Here are some tips from Earl Blanchette, commercial marketing
manager with the lubricants division of Equilon Enterprises
LLC in Houston, TX. Equilon Lubricants manufactures Texaco-
and Shell-branded lubricant products.
Winter
Operation
Engine
Fuel.
A winter No. 1 - grade diesel or a 60:40 blend of No. 1 -
and No. 2 - grade diesel can improve engine performance compared
to a straight No. 2 grade in cold weather.
Oil.
For heavy-duty trucks and off-road construction equipment,
an SAE 15W-40 mineral oil is a good choice when operating
at air temperatures as low as about 5°F. "That same
viscosity can be used in colder weather along with starting
aids, such as an engine-block heater, or switch to an SAE
10W-30 mineral oil," Blanchette says. "When working
in prolonged temperatures colder than -25°F, an SAE 10W-30
synthetic mineral-oil blend or a full synthetic can provide
better engine cranking and pumping characteristics."
Coolant.
Use a refractometer to check coolant freeze protection. Its
more accurate than a hydrometer, Blanchette notes. A hydrometer
can indicate more or less freeze protection than is actually
available because of possible differences between the molecular
weight of the ethylene glycol in the engines coolant
compared to the ethylene glycol used to calibrate the hydrometer.
Hoses and
Belts. "Its a lot more convenient
to check the condition of hoses and belts and replace them,
if necessary, while youre checking the coolant, rather
than waiting until the dead of winter to find out they have
failed," advises Blanchette.
Transmission
and Drive Train
Change the oil
before cold weather sets in and before the oil has oxidized
and lost the low-temperature viscosity needed in colder temperatures.
Oils formulated to meet the Caterpillar TO-4 specification
provide easier cold-weather start-ups, protect against oxidation,
and improve wear and sludge control for longer fluid and equipment
life, Blanchette points out. Depending on the application,
an SAE 50 or SAE 60 grade may be used in the summer, while
the SAE 10W or SAE 30 may be appropriate for cold-weather
work. Typically, an SAE 10W-30 is used in colder climates.
Gear oils, such
as SAE 80W-90 and 85W-140, protect gear teeth in manual transmissions
and differentials from pitting, spalling, and scoring and
cover a wide range of ambient and operating conditions. Follow
the equipment owners manual recommendations for cold-weather
operation.
Also, when equipment
runs hot on a summers day then cools off at night, water
can condense and contaminate the transmission and drive train
oils. In some cases, when the oil does not emulsify water,
water can drain off. Otherwise, remove water by draining and
replacing the oil.
Hydraulic
Oil
Many pieces of
construction equipment use SAE 10W motor oils year-round.
For summer operation, some units may require an ISO VG 68
- grade industrial, antiwear hydraulic oil (viscosity between
an SAE 10W and SAE 20W motor oil). That may change to an ISO
VG 32 (between an SAE 5W and SAE 7W motor oil) in winter operations.
Follow the equipment manufacturers recommendations.
"Check the
oil," says Blanchette. "If it is not clean and dry,
change it."
Grease-Lubricated
Equipment
Grease carries
the oil needed to lubricate various machine components. Most
construction equipment uses mineral-oil greases. In most areas
of the United States, an NLGI Grade 2 is normally used year-round.
In Canada, Grade 1 is often used in the winter. It offers
better pumpability and mobility in cold temperatures along
with the same lubricating features.
Grease containing
molybdenum disulfide (moly) offers extra protection against
shock-loading situations common to construction work. Heavy
shock loading can temporarily rupture or squeeze out the lubricant
film between metal surfaces, Blanchette explains. Moly grease
prevents metal-to-metal contact. This material can also pay
off when the equipment is operating in dirty conditions or
when recommended regreasing intervals are not followed.
Fall is a good
time to purge bearings and ensure that grease systems are
fully operative, he suggests.
"Clean grease
fittings before injecting the grease to prevent dirt and any
other contaminants from entering the equipment," Blanchette
recommends. "Keep bearing housings one-third to one-half
full of grease. Dont overgrease, otherwise excess heat
can build up. In addition to periodically relubricating with
a grease gun or a centralized system, its also a good
idea to completely clean bearing housings and pack them with
fresh grease on an appropriate schedule."
Lubrication
Truck
Remove water in
air lines used to pump grease. Using a lighter grade of oil
in the winter can improve operation of pneumatic tools, such
as rock drills or concrete breakers.
Winter
Storage of Equipment
Replace
Old Oil With Fresh Oil
"Contaminants
from combustion in engine cylinders and blow-by can cause
oil to oxidize, reducing its ability to lubricate," states
Blanchette. "Todays oils have additives and rust
inhibitors to slow the oxidation process and protect engine
components against rust. However, oil can oxidize just by
sitting there if most of the additives have been depleted
and can no longer protect the equipment. Clean, fresh oil
is the best protection."
Drain the old oil,
recharge with fresh oil, and run the engine long enough to
lubricate it. Then shut off the equipment engine, he suggests.
Analyze
the Oil
If you want to
take an oil sample while the oil is being drained, Blanchette
advises waiting at least five seconds after it starts to drain.
Otherwise you might also collect heavy metals or other deposits
at the bottom of the oil pan. Also provide all the information
needed to properly analyze the oil. That includes type of
engine, total engine miles or operating hours, number of miles
or hours the oil was used, type of oil, and oil manufacturer.
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