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Orenco Systems Inc. March 2002 <br /> AdvanTex AX10 Test Report <br /> minutes based on field experience from 3 and 4 bedroom homes. In comparison, previous <br /> research and testing carried out at the University of California in Davis, on a similar sized <br /> unit, used a ten minute dosing frequency. Consequently, a decision was made to increase <br /> the dosing frequency to determine if that would improve the filter performance further, and <br /> on June 4, 2001 (Day 233 in Week 34), the dosing frequency was increased to once every <br /> four minutes. <br /> The effluent CBODS concentrations continued to improve following this change (Figure 6) in <br /> spite of higher influent CBOD5 loading rates between Weeks 23 and 40 (over 50% higher <br /> loading than during the first 22 weeks), indicating that the increased dosing frequency <br /> further improved performance. <br /> The CBODS loading from Weeks 23 to 40 of testing was equivalent to a 4 to 5 person <br /> household. <br /> 4.5 Comparison With Davis Test Unit And NSF AX20 Results <br /> A similar size hanging-sheet filter unit was tested by H. Leverenz at the University of <br /> California, Davis for a period of 195 days. However, we understand that the Davis unit <br /> used a first generation textile material that had inferior treatment characteristics(i.e., water <br /> tended to flow across the surface at higher loading rates than desirable). <br /> The full Davis report is available in its entiretyfrom UC Davis, orfrom Orenco systems, and <br /> presently further testing is underway with the current generation of textile media. <br /> An AX20 unit (double the size of the AX10 unit)was tested by NSF at the Mamquam site in <br /> parallel with the AX10 unit but at a lower hydraulic loading rate than the AX10 unit. The full <br /> NSF report is available from NSF or from Orenco. <br /> The relationship between performance and hydraulic loading rates forthe three test units is <br /> — presented in Figure 14. It generally shows a gradual rise in both effluent CBOD5 and TSS <br /> concentrations with increasing hydraulic loading. The one anomaly is the generally <br /> "poorer" performance of the Davis unit at a loading of 36 gpd/ft2. This has been attributed <br /> by Orenco to the characteristics of that first generation media material which was very <br /> dense and resulted in a sheet flow down the surface at the higher hydraulic loading. <br /> Nova Tec Consultants Inc. Page 25 of 38 <br />