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RFI - Attachment F - Engineering Report
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Technical Papers
SOLID AND NUTRIENT POLLUTANT
REMOVAL BY AN ENGINEERED
STORMWATER FILTRATION MEDIA
Field evaluation of a radial cartridge media filter
M Wicks, J Lenhart, J Pedrick
Abstract (Wicks et al., 2011) using a granular suspended solids, together with
This paper provides a summary of perlite, zeolite and carbon filtration both soluble and particulate fractions
the results associated with a 20-month media blends. Similar to blended of both phosphorus and nitrogen
filtration media, activated alumina at mean concentrations that can be
field study conducted at the Mitchell
media employs both physical as well compared to the Australia context,
Community College test site located in
as chemical filtration characteristics to to validate the performance of the
the town of Mooresville, North Carolina,
promote adsorption of pollutants such activated alumina in the RFCS.
USA. The study was conducted to
as dissolved phosphorus (Ma, 2011). The
demonstrate the effectiveness of a radial The RCFS, as seen in Figure 1,
legislated removal requirements of both
cartridge filtration system (RCFS) using is typically comprised of a vault that
phosphorus and nitrogen have become
an activated alumina media, treating houses rechargeable, media-filled filter
commonplace in Australia, for example
stormwater runoff with respect to the cartridges. Stormwater entering the
the Queensland Planning Policy (DSDIP,
removal of solid and nutrient pollutants. system percolates horizontally through
2014) for the treatment of stormwater
these media-filled cartridges, where
Testing of the RCFS was conducted from development sites.
pollutant removal processes occur. Once
for a suite of pollutants, including Total
Although the stormwater treatment filtered through the media, the treated
Suspended Solids (TSS), Total Phosphorus
objectives for TSS, TP and TN have stormwater is directed to a collection pipe
(TP) and Total Nitrogen (TN) in accordance
been commonplace in Australia, reliable and/or discharged to the receiving water.
with an approved Project Plan.
and transferrable data from robust
The Mitchell Community College
Results from the study indicated field assessments in other regions
testing site is located in the town of
that the RCFS, operating at 0.5L/s can seldom be accomplished due to
Mooresville, North Carolina; it is owned
per cartridge, successfully treated variations in climatic conditions, particle
and operated by Mitchell Community
stormwater runoff with significant size distribution of solids and soluble
College and is used for parking. The site
reductions for solid and nutrient fractions of nutrients. For example,
is 68% impervious and the total drainage
pollutants that were observed between Wong and Walker (2009) found that
area for the site is 4,370m2. A view of the
influent and effluent sampling locations the particle size distributions range
finished parking lot located on site can
using the Efficiency Ratio (ER) calculation on Australian roadways were between
be seen in Figure 2. Stormwater runoff
(TSS 90%, TP 86%, and TN 56%) and approximately 2 and 500 microns.
from the contributing drainage area
Summation of Load (SOL) efficiency
This research provides information for is directed to the RCFS for treatment
calculation methods (TSS 91%, TP 87%,
a range of particle size distributions for before eventually discharging.
and TN 50%). These results demonstrate
that the radial cartridge filter system was OVERFLOW RISER AND HOOD
able to successfully meet the current INLET ENERGY DISSIPATER
load-based objectives from the NSW
DECC (2007) and QLD Single State
Planning Policy (2014) for all relevant
pollutants, including TSS, TP and TN.
Keywords: BMP, stormwater, TP, TN,
TSS, activated alumina, media filter
cartridge.
Introduction
This field trial complements previous
studies undertaken on the RCFS
utilising alternative filtration media
in both North America and Australia. OUTLET SUMP
RCFS have previously demonstrated INLET PIPE CONDUIT
significant removal of both phosphorus INLET SUMP
and nitrogen (about 44%) on a SOL basis Figure 1. Diagram of an RFCS system.
SEPTEMBER 2014 water
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