|Practices to consider
|Many cities have ordinances against placing leaves in the street. Consider implementing a mechanism to address leaves and organic material adjacent to streets (e.g. on boulevards). Research shows that phosphorus loads in late winter and early spring are significant and it seems likely leaves and other organic material adjacent to streets contributes to this loading, though there is insufficient research to establish this relationship. Leaf collection programs or incentives to place leaves in streets just prior to sweeping may reduce this phosphorus load.|
This page provides guidance to instruct users on best practices associated with street sweeping and provide the user with key information and resources to successfully develop and execute a street sweeping program. There is a wide breadth of data, research, and resources available related to street sweeping. This guidance is intended to aid in the understanding of street sweeping, its benefits, and links to a variety of helpful resources for a municipality seeking to review or develop its own street sweeping program. Note that the most common street sweeping practices, equipment, and technologies vary by location, but the focus of this document is on the United States, with specific relevance to the State of Minnesota to the extent possible.
Topics covered include the following.
Street sweeping (also called street cleaning) refers to removal of sediment, litter, or other accumulated substances on roadways, particularly in urban and suburban areas. Street sweeping does not include removal of large quantities of leaves brought to the street/verge for removal, large debris or bulky items; removal of these items is typically handled by large vacuum leaf collectors or dump trucks, respectively.
Historically, street sweeping was conducted manually by a sanitation worker with a broom or shovel to remove animal waste from horse-drawn vehicles and other detritus on roadways. Mechanical sweepers such as broom systems attached to horse carts came about in the mid-1800s, and in the early 1900s street cleaning wagons sprayed water onto roadways to wash away debris. Motor-driven street sweeping vehicles were patented in the US in 1917.
Modern street sweeping has improved efficiency of debris removal from roadways dramatically. The focus of street sweeping was simple large “cosmetic” debris removal until the 1970s when concerns about water quality arose. In the decades following, improvements in street sweeping technology focused more on the removal and collection of coarse sand particle-sized street dirt, and smaller particles which contribute to instream sediment and nutrient pollution when swept off of or washed into waterways. Even when a street was cleaned of large refuse, the amount of tiny particulate matter that could not be effectively removed manually remained to wash-off into waterways following precipitation. Pollutants in stormwater runoff have long been recognized as contributors to aquatic habitat degradation, nuisance algal growth, low dissolved oxygen and toxicity in receiving water bodies . More recently, there has been a focus on street sweeping to remove the organic matter produced by street trees (leaves, seeds, flowers, etc), which can contribute significant amounts of phosphorus to runoff, especially in the fall during leaf drop. Particulate matter (air) also poses significant air-quality concerns when entrained in the air due to wind.
The focus of this guidance is on modern mechanized advanced street sweeping technologies. These types of mechanized street sweepers for roadways fall into four categories.
When selecting the type of street sweeper that is best for a given municipality, the factors to consider are listed below and discussed in the adjacent table.
Key functionality, limitations, and examples of street sweeping equipment. Modified from Kuehl et al, 2008
Link to this table
|Sweeper type||Sub-type||Functionality||Limitations||Hopper capacity (cubic yards)||Dump style||Addresses|
|Water quality||Air quality||Appearance||Safety||Road maintenance|
|Mechanical||Chain-and-paddle||Effective for wet/matted leaves and digging/ sweeping packed dirt; Able to sweep millings and coarse sand better than belt sweepers (no “inside” areas of buildup); Compared to belt sweepers, less daily build up; Requires less power than regenerative air and vacuum sweepers||Paddles limit debris size to 6” diameter or smaller; Compared to the belt, chain-and paddle needs to be replaced more often; Does not pick up fine materials as well as other sweepers; Particles that do not get picked up are spread across the street surface sometimes making the street look dirty or streaked||4.5-7.5||Side Multi-Level
|Small Particles (Poor)
Large Particles (Fair)
|Belt||Able to pick up large debris (plastic bottles, cans, branches); Able to pick up wet/matted and large amount of leaves better than other sweepers; Effective at “digging into” and removing packed dirt from roadway; Requires less power than regenerative air and vacuum sweepers||Conveyor must be cleaned daily to prevent buildup of debris; Chip seal aggregate and winter abrasive (sand) can build up inside belt; Does not pick up fine materials as well as other sweepers; Particles that do not get picked up spread across the street surface sometimes making the street look dirty or streaked||3.5-4.5||Side Multi-Level
|Small Particles (Poor)
Large Particles (Fair)
|Vacuum||NA||Removes fine sand and silt, but surface must be dry; Best for situations with most debris in gutter; Will vacuum material directly from gutter; Ability to pick up entrained material within cracks under vacuum head; Can have vacuum hose attachment (i.e. for catch basins)||Difficulty picking up wet/matted leaves; Cannot pick up tree brush; Water must be used in the hopper for dust suppression (prevents dust from being blown out via the fan exhaust); Debris is limited to 3-inch diameter or smaller; Requires more power than mechanical broom sweepers; noise may be a consideration; Water should be used or excessive fan wear will occur; More efficient operation on flat pavement surface; Should be used in above freezing temperatures only||8.0-8.5||Rear tilt||Small Particles (Fair)
Large Particles (Fair)
|Regenerative air||NA||Can remove fine sand and silt, but surface must be dry; Ability to pick-up materials entrained within cracks; Can have a larger than average hopper; Can have vacuum hose attachment (i.e. for catch basins); Regenerative head reaches up to eight feet in width||Debris is limited to diameter of air out hose; Difficulty in picking up wet/matted leaves; Particles that do not get picked-up are spread across the street surface sometimes making the street look dirty or streaked; Requires more power than mechanical broom sweepers; noise may be a consideration; Should be used in above freezing temperatures only; More efficient operation on flat pavement surface||4.0-9.6||Rear tilt||Small Particles (Good)
Large Particles (Fair)
|High Efficiency / Newer Technology||Mechanical/ Vacuum||Removes fine sand and silt; Able to pick up wet, matted vegetation; Able to pick up large debris (plastic bottles, cans, small branches); Wet operation with skirts removed; Can use dry vacuum or water to suppress dust; Year round operation||Broom skirting limits ingestion of large amounts of leaves in the fall; More skirting parts that are prone to wear||3.5-4.5||Front Multi-Level
|Small Particles (Good)
Large Particles (Good)
|Regenerative air||Removes fine sand and silt; Year round operation||Should be used on flat surface to seal sweeper head; Debris is limited to diameter of vacuum hose; Difficulty in picking up wet, matted vegetation||4.5-7.3||Rear tilt||Small Particles (Good)
Large Particles (Fair)
Roadways accumulate debris and material such as sediment, vegetation, vehicle debris/waste, industrial emission particle deposition, and litter. Harmful pollutants which accumulate on roadways, parking lots, and pavement include metals, organics, nutrients, and particulate matter, which street sweeping helps remove. There are a number of benefits associated with street sweeping, the most cited being improved appearances, improved roadway safety, and improved environmental quality through both reducing air pollution and water quality pollution. Many key benefits associated with street sweeping have cumulative impacts as well. For example, increased removal of fine particulate matter can reduce the sediment load to downstream BMPs, extending the life of these practices which provide improved water quality further downstream. As the old adage goes, “an ounce of prevention is worth a pound of cure” when it comes to source removal before sediment enters the stormwater system.
For more information on stormwater and pollutants in stormwater, link here.
Street sweeping effectiveness is determined by several factors including the type of street sweeper, particle size distribution, land use, tree cover, timing and frequency of sweeping, and whether there is a curb and gutter and parking restrictions. Effectiveness is generally defined as the efficiency of the sweeper. Efficiency can be represented in a few ways, which tends to vary across studies. Most commonly, the efficiency is represented as the portion of particles/pollutants/debris removed by the sweeper on a mass basis. Note that this measure of efficiency is different from an evaluation of the changes in runoff water quality as a result of sweeping. For more information on pollutants, see the pages on phosphorus and total suspended solids in runoff.
There are two main categories of materials removed by street sweepers – sediments and coarse organics. Sediments include dirt, rocks, and other inorganic components and are typically categorized by size ranging from the smallest particles in the silt and clay category (<0.063 mm) up to gravel (>2 mm). Coarse organics are larger particles of vegetative matter, including leaves, sticks, grass, blossoms, fruits, seeds, etc.
|Regenerative air street sweeper removal efficiency by particle size in Cambridge, Massachusetts (Sorenson 2013)|
|Land use||Removal efficiency (%)|
|Total||Coarse (> 2mm)||Medium (0.125 - <2mm)||Fine <(< 0.125mm)|
|Total Median percent reduction in street solid pollutant yields by season and land use using a regenerative air sweeper (Sorenson 2013)|
|Residential - spring||82||70||85||78||55||74||70||69||78||77|
|Residential - summer||99||77||80||84||80||90||80||80||84||76|
|Residential - fall||94||90||93||94||98||97||93||95||94||95|
|Commercial - spring||62||72||54||69||59||30||73||64||37||70|
|Residential - summer||97||79||84||79||66||31||65||71||37||75|
|Residential - fall||83||79||84||88||93||90||93||91||88||86|
|Approximate phosphorus concentrations in sweeper solids by particle size (adapted from Chittenden County RPC et al. 2018).|
|Particle size||TP (mg-P/kg-dry)|
Selbig and Bannerman (2007) found that in weekly sweeping of residential areas in Madison, Wisconsin with a regenerative air sweeper, the mean street dirt yield reduction (mass per unit length) was 25%. Similarly, a vacuum assist sweeper removed 30%. In contrast, weekly sweeping with a broom sweeper only removed 5% of street dirt and added to the street dirt yield over a third of the time. These efficiency values represent street dirt removal from April through September and do not account for fall leaf drop. Several other studies found regenerative air or vacuum assisted sweeper technology efficiencies to range from 35 to over 90%, but these studies were in controlled settings with pre-applied dirt mixes on a test surface. Selbig and Bannerman (2007) point out that their Madison study represents typical use conditions.
In another sweeping efficiency study, also in Madison, Wisconsin, Horwatich and Bannerman (2009) evaluated changes in street dirt yields as a result of sweeping. Using a vacuum assist sweeper, the median reduction rate was 32%, while the mechanical broom sweeper only reduced street dirt yields by 7%. Horwatich and Bannerman (2009) also found that efficiencies were higher (60-80%) when street dirt yields were higher, and efficiencies were reduced (20-30%) in low yield situations. Weekly and monthly sweeping with the vacuum-assist sweeper resulted in relatively similar median efficiencies of 29 and 32%, respectively. A meta-analysis evaluating sediment and street dirt removal efficiencies of varying land uses and sweeper frequencies showed that overall efficiencies were 47% for mechanical broom sweepers, 63% for vacuum assisted sweepers and 74% for regenerative air sweepers (Tetra Tech 2020).
Sorenson (2013) evaluated regenerative air sweeper efficiencies in Cambridge, Massachusetts. They measured street solid mass before and after sweeping with the change in mass representing the sweeper efficiency. While total efficiency was quite high, efficiency decreased with decreasing particle size as summarized in the adjacent table. A similar pattern is shown in the pollutant reductions. In some instances, the change due to sweeping was an increase in pollutants associated with the smallest particles (<0.125mm, very fine sand, silt, and clay) but an overall reduction in the pollutant. Generally speaking, street sweepers of all types are more effective at removing larger particles and less effective at removing smaller particles, but regenerative air and vacuum assisted sweepers are consistently more effective than mechanical broom sweepers.
Breault et al. (2005) evaluated the removal efficiencies of a mechanical broom sweeper and a vacuum sweeper using a mix of street dirt with a known particle size distribution. They found that mechanical sweepers, in addition to being overall less effective at removing street dirt (20-31% efficiency), they were particularly ineffective at small particle removal (9-13% removal efficiency of particles less than 0.250 mm). In contrast, vacuum sweepers were able to remove 60-92% of street dirt overall and were able to maintain 31-75% efficiency in removal of particles less than 0.250 mm.
It is important to remove the larger particles, including coarse organics, like leaves, for successful sediment and phosphorus removal. Waschbusch et al. (1999) showed that approximately 50% of the total phosphorus and 70%of the sediment in street dirt is in particles greater than 0.25 mm and leaf litter contributes another 30% of the total phosphorus load.
However, when sweeping for water quality improvements, it is important to consider the smaller particles, which often have the highest phosphorus concentrations on a mass basis. Preliminary data from the Chittenden County Regional Planning Commission showed that street sweeper solids in the smallest particle fraction (<0.063 mm) had TP concentrations almost three times as high as the larger particles (0.063-2 mm) and nearly twice as high as the largest particles (>2mm).
Land use can affect the amount of street dirt and organics generated; however, there is little evidence that land use type alone significantly impacts the amount of dirt and debris removal on a given street. SPU and HEC (2009) found a similar amount of material collected from both residential and industrial areas, and there was high within-site variability of removal efficiencies during repeated sweeping events. Sorenson (2013) found that sweeping residential and commercial land uses resulted in similar removal efficiencies. The specific activities occurring on a given street may be more relevant than the general land use. Janke et al. (2017) noted that factors such as traffic volume, population density, and vegetation are important land use variables controlling stormwater runoff nutrients. When evaluating a street sweeping program, consider specific characteristics of the surrounding landscape. For example, a roadway in an area classified as industrial may have a relatively low level of street dirt accumulation if the area is primarily storage warehouses; however, if the adjacent area is a gravel and sand supplier, higher street dirt is likely, due to spillage from trucks passing through and generally dustier conditions. Within residential areas, the age of development, level of urbanization, and tree canopy cover can influence street dirt and organics accumulation. Waickowski (2015) found that the total phosphorus load from low-density older residential neighborhoods and downtowns was about twice as high as from high-density residential neighborhoods and recently developed low-density neighborhoods. The lower rates from the new development and high-density development were attributed to the lack of tree canopy.
Tree cover is an important consideration in determining how effective sweeping can be. Janke et al. (2017) monitored 19 watersheds in the Minneapolis-Saint Paul metropolitan area to evaluate the influences of trees, vegetation and impervious cover on nutrient concentrations and loading in stormwater runoff. The presence of street trees within five feet of the curb was found to be highly correlated to the total phosphorus event mean concentrations in runoff, highlighting the importance of prioritizing leaf litter removal either through street sweeping or dedicated leaf litter collection.
Kalinosky (2015) conducted a two-year study of street sweeping in Prior Lake, Minnesota to evaluate the impacts of street tree canopy cover on the characteristics of swept materials. The study found a strong seasonal correlation between the amount of coarse organic material collected, tree canopy coverage, and seasonal leaf drop. Coarse organic matter was found to be 15% of the total dry weight of swept material, but contributed 36% of the TP and 71% of the TN. The amount of overhead tree canopy was determined to be a significant predictor of recoverable loads of coarse organic matter and nutrients throughout the year (Kalinosky 2015). A similar pattern was identified for nutrient content per curb-mile (see adjacent figures).
The impact and effectiveness of street sweeping is affected by when and how often streets are swept. Targeting sweeping prior to major storm events and after major tree flower and leaf dropping events can increase the volume of swept debris. Street dirt and debris, including leaves and other vegetation, build up over a period of time and are then washed off, entering the storm drain system. Effective street sweeping relies on the timing of sweeping to capture dirt and debris before it has the opportunity to wash off. This effect is illustrated in the schematic. If sweeping is too infrequent, the majority of the accumulated materials will be removed via washoff, rather than sweeping. In addition, during smaller rainfall events that do not washoff larger leaf litter particles, leaching from rewetted organic matter can mobilize nutrients into runoff. An appropriate street sweeping frequency will vary based on the frequency of runoff-generating rainfall events and the amount of debris on the street. However, there is a point of diminishing returns when considering street sweeping frequency. If sweeping is conducted too often, dirt and debris will not have accumulated to a point where each individual sweeping pass is collecting a substantial amount of material.
Sutherland and Jelen (1997) modeled the total suspended sediment (TSS) reductions by various sweeper technologies. Most of the improved overall removal efficiencies were gained in sweeping at least once a month and up to weekly sweeping (Sutherland and Jelen 1997). Sweeping less frequently than once a month misses a lot of accumulated street dirt, and sweeping more frequently than weekly, while still reducing overall loads, has a much smaller marginal increase in loads captured.
Seasonal timing of street sweeping should also be considered. Sorenson (2013) found that in Cambridge, MA, fall street sweeping, which included fall leaf litter removal, had the maximum phosphorus yields throughout all four seasons, but the end of winter (March) sweeping had the highest median phosphorus yields. Sorenson (2013) also used SLAMM (Source Loading and Management Model) to model street sweeping pollutant removal and found that it consistently underrepresented leaf litter loadings in the fall. Sorenson (2013) suggested that the model may be underrepresenting TP reductions from street sweeping because of this underrepresentation of leaf litter loading.
Kalinosky et al. (2014) in their sweeping study of Prior Lake, MN found that the amount of coarse organic material recovered per curb-mile increased as the tree canopy cover over the street increased. The study also showed that in areas of medium and high canopy cover, there were benefits to sweeping more than once a month, with biweekly sweeping picking up more material on a per mile basis than monthly sweeping (Kalinosky et al. 2014). Canopy cover was determined qualitatively by the amount of tree canopy over the street, on average, for the sweeping route. Subsequent to the canopy cover determination, canopy cover was analyzed using a geospatial analysis. Medium canopy cover was calculated at 5.6% coverage and high canopy cover was 13.9% coverage over the street.
|Average coarse organic (dry weight) recovered per sweep by route type, using regenerative air sweeper technology (Kalinosky et al. 2014).|
|Sweeping frequency||Low Canopy (lb/curb-mile)||Medium Canopy (lb/curb-mile)||High Canopy (lb/curb-mile)|
Removing leaf litter soon after it has fallen is important for maximizing the phosphorus removal benefit. Cowen and Lee (1973) showed that the length of time leaves remain in contact with water and the degree to which the leaves are broken down increase phosphorus leaching. Leaching is an important factor in considering stormwater runoff quality. In this context, it is the release of soluble phosphorus from organic matter into stormwater runoff which eventually reaches receiving waters, or downstream BMPs. In a laboratory setting, cut up leaves leached nearly three times as much phosphorus as intact leaves, highlighting the need to collect leaves soon after they drop, to minimize breakdown through natural decay processes and by vehicular and foot traffic, and prior to rainfall events that can mobilize the phosphorus. Hobbie et al. (2013) found that leaf litter in the curb gutter decomposes faster than in natural areas (natural, non-urban forests and prairies) with most species losing 80% of their initial mass after one year but still retaining more than half the nitrogen and phosphorus. After an initial loss period, Hobbie et al. found there were several cycles of phosphorus immobilization and loss, but there was significant variation among species (Hobbie et al. 2013). Kalinosky (2015) found leaching rates of street litter were highest in May and declined throughout the summer.
While traditionally sweeping has been limited to the spring through leaf drop in the fall; it has been shown that winter snowmelt contributes roughly 50% of the annual nitrogen and phosphorus export off roadways in highly urbanized areas of Saint Paul, MN (Bratt et al. 2017). This was attributed to decomposing leaf litter on roadways that leaches phosphorus throughout the winter as snow melts into runoff. Further Bratt et. al. (2017) estimated that winter leaf litter may contribute up to 40% of the annual total dissolved phosphorus loading. In more suburban areas, snowmelt leaching is a much less significant contributor to overall TP loading.
In areas where sweeping is conducted primarily for total solids removal, sweeping throughout the year, especially in the summer, can be just as important as spring and fall sweeping, which may be done for vegetative debris, winter salt and sand, and leaf removal. With the exception of December and January, the total recoverable dry solids collected during sweeping can remain high throughout the year (Kalinosky et al. 2014). Fine sediment is the primary contributor from February through September, while coarse organics increase in the fall.
|Recommended sweeping frequencies in the Ramsey-Washington Metro Watershed District (Schilling, J.G. 2005)|
|Land Use or Special Area||Minimum frequency||Maximum frequency|
|Arterials||9 times/year||16 times/year|
|Commercial||9 times/year||16 times/year|
|Light industrial||6 times/year||9 times/year|
|Heavy industrial||9 times/year||16 times/year|
|Residential||6 times/year||9 times/year|
|Central Business District*||Biweekly||2x/week|
|6 times/year||9 times/year|
|* Dependent on business and local government expectations.|
While the most appropriate sweeper schedule will depend on local conditions and objectives, an example from Schilling’s (2005) assessment of street sweeping policy options for the Ramsey-Washington Metro Watershed District and recommended street sweeping frequencies based on the land use and special area types is presented in the adjacent table. The recommended sweeping frequencies were informed by the sweeping frequencies reported in an earlier survey of jurisdictions in Minnesota and the US and Canada, more broadly. Part of the findings from that survey indicated that Minnesota jurisdictions tend to street sweep less frequently than other jurisdictions. The resulting recommended frequencies represented a balance of closer alignment with typical frequencies and “a reasonable and defendable approach” (Schilling 2005).
The presence of a curb is an important component to successful street sweeping. The curb system allows material to collect and remain in a concentrated area on the roadway. Without a curb to collect materials, debris will blow or washoff into the adjacent shoulder, ditch or other vegetated area, making sweeping ineffective (Kuehl et al., 2008). Sweeping roadways without a curb can actually lead to more problems, as there is no barrier between the sweeper and the unpaved area adjacent to the roadway to prevent sweeping of compacted dirt and vegetation. Sweeping of unpaved areas will loosen the dirt and vegetation encouraging erosion. In areas without a curb, the lack of a curb may reduce street dirt and pollutants by allowing transport off the roadway and into adjacent vegetated areas (Young et al. 1996 in Zarriello et al. 2002).
Horwatich and Bannerman (2009), Sorenson (2013) and others have noted that most contaminants accumulate in close proximity to the curb. The Northern Virginia Planning District Commission (1996) estimated that most contaminants are within 12 inches of the curb. Parking controls are a key component to an effective street sweeping program to be able to access the full curb and gutter with the sweeper. San Diego was able to achieve a 50-80% increase in the load of debris removed once parking restrictions were implemented (Michael Baker International, 2015).
Street sweeping waste material such as sand, salt, leaves, and debris removed from city streets, parking lots, and sidewalks are referred to generally as sweepings . Sweeping debris can range in size and by priority for any particular municipality, including dust, small materials (sand, silt, sediment, aggregate), large materials (road debris, trash), vegetation, and packed dirt.
Sweepings may be managed in several different ways according to the MPCA Solid Waste Street Sweepings Guidance (MPCA, 2010):
Test results have shown that sweepings from normal street sweeping operations are safe and acceptable for reuse in many areas with the exception of playgrounds, children’s play areas, residential yards, areas with continuous human contact, areas near drinking water wells, wellhead protection areas for public drinking water supplies, and sites with karst features such as sinkholes. Street sweepings may not be disposed of in or near wetlands or surface waters.
If sweepings are not screened for removal of trash, leaves, or other debris, the sweepings are considered industrial solid waste and must be disposed of collectively at a permitted solid waste facility, and until disposed of, must be managed and stored in accordance with solid waste storage standards (Minn. R. 7035.2855). Sweepings that are screened for reuse must be managed in accordance with Best Management Practices outlined in the site’s Industrial Stormwater Permit (if applicable).
Street sweepings may be reused in any of the following ways without MPCA approval after solid waste screening:
For specifics related to these reuse opportunities, refer to the MPCA Solid Waste Street Sweepings Guidance (MPCA, 2010). Any other potential reuse of properly screened sweepings must be approved by MPCA directly.
Links to reports containing data on chemical concentrations in street sweepings can be found here.
There are many facets related to costs incurred with street sweeping activities which vary depending on the sweeping program. For example, costs vary if a municipality intended to buy and train its own street sweeping staff as opposed to contracting out street sweeping services to a private company. Costs related to street sweeping activities may vary dramatically across different geographies as well due to seasonality, types of debris, etc. According to the Local Road Research Board (LRRB), capital cost for purchasing a street sweeper vehicle can be quite high, ranging from at least $140,000 for a mechanical sweeper to $175,000 - $250,000 for regenerative-air or vacuum type sweepers in 2007 US dollars (Kuehl et al, 2008).
The City of Edina, MN conducted a cost-benefit analysis related to selecting the most appropriate sweeper type based on efficiency in phosphorus reduction (Edina, 2015). The City also used their analysis to determine a cost-effective frequency of street sweeping. In the end, based on phosphorus load reduction efficiency (pounds per curb-mile), and cost-efficiency (dollars per pound of phosphorus recovered), the City concluded the following.
It is difficult to scope the total cost of street sweeping activities for any particular jurisdiction without a site-specific cost-benefit analysis, however the potential considerations for both financial costs and quantitative and qualitative benefits are presented in the adjacent figure. Some municipalities may sweep more or less frequently based on staff availability, roadside tree density, snowfall frequency, or any number of unique combinations of circumstances. Other costs include labor, equipment, maintenance, disposal fees, reuse screening, and potentially lab analysis expenses associated with street sweeping for phosphorus reduction credit.
Relative to other sediment removal strategies to improve water quality (e.g. stream restoration, replacing media in BMPs, constructing new BMPs), targeted street cleaning is considered one of the most affordable options at $3 - $5 per pound of sediment removed (2013 dollars) (Hunt, 2017). Additional benefits associated with street sweeping are that programs may be introduced and implemented very quickly and are not limited by space relative to many other structural BMP practices (Hunt, 2017).
For more information on street sweeping costs, link to this resource.
Street sweeping equipment are complex machines to operate and require operator training. It is recommended that any sweeper operator be trained in understanding both how to safely, effectively, and efficiently operator the sweeper, but also to understand the reasons behind street sweeping as successful programs have enhanced efficiency when operators understand the role sweeping plays relative to stormwater management, trash and debris control, and air quality ( Kuehl et al, 2008). Minimum street sweeper operator training should include the following items.
Note that factory-training for operators and mechanics often comprises a minimum of 32 hours of lecture and/or hands-of efforts (Kuehl et al, 2008).
If street sweeping activities are contracted out to a private company, it may be beneficial to ensure that those street sweeping professionals have been professionally trained and potentially have obtained professional certification for training in best practices. If street sweeping activities are conducted by municipal staff, it may be beneficial to seek specific training from the equipment manufacturer upon purchase of machinery, as well as seeking certification training.
Below are brief summaries of some organizations that provide training information (click on links to visit the appropriate website).
North American Power Sweeping Association (NAPSA)
NAPSA is a membership-based organization that runs the “Sweeper School”, containing training tools for the sweeping industry. Training programs, courses, and certifications are conducted through educational online training modules. Course programs currently include
Training modules cover topics such as legal reasons to adhere to Industry Operating Standards, case studies, safety messaging, and quality control. An individual sweeping organization may also become “NAPSA Certified Sweeping Company” which involves joining NAPSA and training all staff through their courses and adhering to the Power Sweeping Standard developed in accordance with the American National Standards Institute (ANSI).
This is a membership-based network of independently owned power sweeping companies. Although largely intended to provide services through national marketing, this organization provides a number of educational video series and blog posts associated with street sweeping best practices, standards, webinars, and news. 1-800-SWEEPER also partnered with Digital Image Studios to develop “SweeperSIM”, the first virtual sweeper truck driving training software simulator.
North American Sweeper Magazine
This periodic (semi-monthly) print and digital magazine includes featured articles, trends in sweeper technology, training opportunities, news, commendations, and advertisements/classifieds pertaining to street sweeping companies and equipment. The periodical also has an online presence where they provide industry news and spotlights on technology,
World Sweeping Association (WSA) (also visit the Worldsweeper site)
This organization provides the contract sweeping community (contractors and those who hire them) with the resources and information needed for effective decision-making.
National Events and Conferences
Street sweeping activities should be planned based on the specific goals of a community, with decisions of equipment, timing, frequency, locations, waste management, etc. being dependent on the specific needs and budget of that community. Developing a street sweeping program involves complex questions and decision making when it comes to executing a street sweeping plan. Street sweeping program and plan development may involve (and is not limited to) the following considerations.
Equipment and Staffing
Record Keeping and Tracking
Street sweeping program plans may be modeled after plans in other municipalities to pick and choose elements based on the specific needs of the jurisdiction. For example, a large urban city like Minneapolis, Minnesota currently performs street sweeping activities on more than 1,100 miles of street (curb to curb) with an additional 400 miles of alleys twice annually, with additional routine sweeping at other times. Minneapolis identified their reasons for street sweeping to be seasonal removal of trash, debris, and winter road maintenance, keeping the community clean, keeping storm drains clear to avoid flooding, and to avoid waterway pollution due to leaflitter and trash. Alternatively, a small city like Forest Lake , Minnesota may have similar street sweeping goals (removal of particulate and organic matter from impacting downstream water quality, avoiding clogging of stormwater infrastructure and structural BMPs, improving road safety and appearance, etc.); however, they have a very different operational scale relative to Minneapolis (sweeping 240 curb miles twice annually).
To establish, or modify, a street sweeping program to explicitly address water quality, there are some key considerations that should be included to maximize the pollutant load reductions.
Information on street sweeping
Street sweeping crediting and Phosphorus Calculator
University of Minnesota research on street sweeping