Text: Winterizing Construction Sites

The arrival of falling temperatures and falling snow doesn’t eliminate the need to protect exposed slopes from erosion. In fact, in areas where much of the annual rainfall comes down between October and April, winter calls for even greater efforts to keep soil on-site and out of rivers, streams, and lakes.

By Greg Northcutt


 
 
Working in Wet Winters
Working in Cold, White Winters
Working in Wet and White Winters
Prep Your Equipment for Cold Weather

Ready for winter? Consider what happened several years ago at one construction site that wasn’t 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 pasture’s 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 doesn’t eliminate the need to protect disturbed soils from winter’s 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. "I’ve 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. It’s 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 didn’t have more than about an inch of snow."

The district’s 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 it’s 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 department’s 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 Agency’s 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. That’s 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 municipality’s 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, it’s 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, they’re laying down a gravel sub-base to stabilize them. They’re 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 Agency’s 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. "We’ve 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

Snow blowing

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. "It’s 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 it’s 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, Arello’s 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 Transportation’s 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 wasn’t 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 day’s 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 wouldn’t get trapped in it," adds Maine DOT’s 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, it’s 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 contractor’s 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

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. It’s 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 engine’s coolant compared to the ethylene glycol used to calibrate the hydrometer.

Hoses and Belts. "It’s a lot more convenient to check the condition of hoses and belts and replace them, if necessary, while you’re 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 owner’s manual recommendations for cold-weather operation.

Also, when equipment runs hot on a summer’s 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 manufacturer’s 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. Don’t overgrease, otherwise excess heat can build up. In addition to periodically relubricating with a grease gun or a centralized system, it’s 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. "Today’s 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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