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SU0005060 SSNL
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SU0005060 SSNL
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Last modified
5/7/2020 11:31:27 AM
Creation date
9/9/2019 11:11:39 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0005060
PE
2622
FACILITY_NAME
PA-0500109
STREET_NUMBER
5500
Direction
W
STREET_NAME
WOODBRIDGE
STREET_TYPE
RD
City
LODI
APN
01116001
ENTERED_DATE
5/26/2005 12:00:00 AM
SITE_LOCATION
5500 W WOODBRIDGE RD
RECEIVED_DATE
5/24/2005 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\W\WOODBRIDGE\5500\PA-0500109\SU0005060\SS STDY.PDF
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EHD - Public
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• Land area—The land area needed is significantly smaller than that for sand filters <br /> because loading rates are 5 to 20 times higher(typically, 15 –25 gpd/ft2 based on <br /> residential effluent quality as describe above in Table 1). Textile filters for single- <br /> family homes typically require a land area between 20 and 40 square feet. <br /> • Media quality and availability—The manufactured textile medium ensures <br /> consistent quality and availability. <br /> • Installation quality—Lightweight textile medium(4.5 lb/ft) and small filter size <br /> make pre-manufactured treatment units practical, eliminating onsite construction and <br /> reducing installation time, labor, and construction errors. This quality makes these <br /> systems ideal for cost saving self-help programs. <br /> The textile medium—typically in the form of small chips or"coupons"—has a complex fiber structure <br /> which offers an extremely large surface area(>5000 ft2/ft) for biomass attachment. The textile porosity <br /> typically exceeds 90 percent,providing high hydraulic conductivity and excellent air movement through <br /> the medium. In terms of treatment, a key factor is the water-holding capacity of the textile medium. For <br /> the textile medium in current use, it is about 30 percent. It has been shown that treatment in the textile <br /> filter is related to retention time of the wastewater within the textile medium and to the overall filter <br /> height. Water retention within the textile filter is due mostly to capillary effects in the micropores <br /> within the structure of the textile medium. <br /> In laboratory column experiments, loading rates as high as 45 gal./ft2/day were used with filter depths as <br /> shallow as 12 inches (Roy, 1998). The commercially available filter units are designed with a filter <br /> depth of about 18 inches and loading rates from 10 to 25 gal./W/day, depending on the waste strength <br /> and system configuration. Just as with sand filters,effluent quality from textile filters is enhanced by <br /> relatively small, frequent doses. <br /> In more than 10 years of research with textile media, several design variations have been tested in both <br /> intermittent and recirculating modes. Today all commercial installations are operating as recirculating <br /> filters. In its current configuration, the textile filter has been installed at more than 50 sites across the <br /> U.S., including single family homes, commercial sites, and community systems. Because of the <br /> relatively high biological loading on the textile filter, a ventilation fan is used to provide oxygen on most <br /> systems. This fan—not blower—requires less than 20 watts of power for a residential filter and costs <br /> less than 75 cents per month to operate in most regions of the country. The porous nature of the textile <br /> medium allows the ventilation fan to circulate air through the filter with very little back-pressure. <br /> Figure 3 shows a perspective view of this filter system. <br /> NTP-FLT-TRB-ES8-HLB-3 <br /> Page 5 <br />
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