How to Manage Pests
Mosquitoes
Managing Mosquitoes in Surface-Flow Constructed Treatment Wetlands
Section 2: Treatment Wetland Siting, Pretreatment to Minimize Mosquito
Production
Published 2004
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Section 2: Treatment Wetland Siting
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Most treatment wetlands must be built near the wastewater source because conveyance of wastewater
and storm water over long distances is expensive and impractical. Several excellent publications listed in the
bibliography highlight the factors to be considered when siting a wetland and describe the engineering principles
that should be considered in the design of a wetland for water quality improvement.
Surrounding land uses and the potential for mosquitoes to move from a wetland into residential and commercial
zones must be considered when siting a wetland. A conflict will be created over time if suburban sprawl encroaches
on treatment wetlands in rural areas. Also, the area circumscribed by a wetland underestimates the potential
region affected by mosquitoes because adult mosquitoes effectively disperse up to several miles from their developmental
sites.
Buffer zones between human developments and adjacent mosquito habitation sites have been recommended by public
health officials outside the United States to extend 1 to 1-1/4 miles (1.5 to 2 km), but larger buffer
zones of 3 miles (5 km) or more may be needed in situations where resident mosquito species disperse readily.
Strong prevailing winds can move swarms of biting adult mosquitoes up to 10 miles (16 km). Active mosquito abatement
is generally carried out within a 1-mile radius of a human residential area if active sites of mosquito production
are nearby. There is currently no established criterion in California for determining the size of a buffer zone
around a treatment wetland. Typical distances reached by 90 percent of the mosquitoes emerging from a freshwater
treatment wetland might range from 1/2 to 3 miles (1 to 5 km), but a buffer zone of this size may not be sufficient
to avoid legal abatement.
Pretreatment to Minimize Mosquito Production
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Poor water quality tends to increase the production of mosquitoes. High levels of organic matter
and nutrients, particularly reduced forms of nitrogen such as ammonia, are thought to provide nutrients for
the bacteria and algae used as food by mosquito larvae. The decomposition of organic matter and conversion of
ammonium to other forms of nitrogen in the nitrogen cycle require considerable amounts of oxygen, which can
lead to low dissolved oxygen concentration and can create unsuitable conditions for aquatic mosquito predators
such as predatory insects and fish.
Wastewater may require pretreatment before discharge into a treatment wetland, and the level of pretreatment
is an important consideration in the size of a treatment wetland. Studies to date indicate that discharge of
raw or primary-treated municipal wastewaters into a vegetated lagoon or shallow vegetated wetland can result
in mosquito larval abundance from several hundred to over 1,000 larvae per 400-milliliter dip
sample.
Pretreatment to secondary standards may limit average densities to fewer
than 200 mosquito larvae per sample, but these levels far exceed acceptable mosquito abundance, particularly
when humans live nearby. Where threshold values for intervention against mosquitoes are in place for seasonally
flooded and treatment wetlands, they range from average densities as low as 0.2 to 0.5 mosquito larvae Culex and
other species) per dip sample to 5 mosquito larvae per dip sample. Although pretreatment before discharge
into a treatment wetland may reduce mosquito production, it does not guarantee against mosquito presence.
Managing Mosquitoes in Surface-Flow Constructed Treatment Wetlands,
ANR
Publication 8117
William E. Walton, Department of Entomology, University of California,
Riverside
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