Urban pavement drainage often contains significant quantities of anthropoge
nic metal elements, including Cd, Cu, Pb and Zn that exceed surface water d
ischarge standards. In many urban areas low rainfall pH, results in predomi
nately dissolved metal element mass. Such partitioning has critical implica
tions for the selection of in-situ treatment. One such category of treatmen
t is engineered infiltration systems. To be effective, such systems must ad
sorb dissolved metal elements to their fixed media while also acting as fil
ters for particulate-bound fractions. One such strategy is called a partial
exfiltration trench (PET). The PET contains oxide-coated sand (OCS); an am
photeric media of high surface area (5-15 m(2)/g) as compared to uncoated s
ilica sand (0.01-0.05 m(2)/g). OCS was generated through heating a mixture
of silica sand and ferric nitrate solution to dryness. This paper presents
results of both media characterization and bench scale PET simulations. Med
ia tested were OCS and plain silica sand. Media testing was carried out unt
il capacity was exhausted, using both synthetic and actual stormwater loadi
ngs. Testing was conducted for pH levels of 6.5 and 8.0. Results indicated
that OCS had greater capacity than silica sand for all dissolved fractions.
As the pH was raised from 6.5 to 8.0, OCS capacity was improved. A PET con
figuration with porous pavement resulted in the highest in-situ treatment c
apacity for metal element bearing storm water. (C) 1999 Elsevier Science B.
V. All rights reserved.