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SR0084526_SSNL
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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MICKE GROVE
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2600 - Land Use Program
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SR0084526_SSNL
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Last modified
5/9/2022 3:10:11 PM
Creation date
12/21/2021 1:04:50 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0084526
PE
2602
FACILITY_NAME
11250 N MICKE GROVE RD
STREET_NUMBER
11250
Direction
N
STREET_NAME
MICKE GROVE
STREET_TYPE
RD
City
LODI
Zip
95240
APN
05914057
ENTERED_DATE
11/23/2021 12:00:00 AM
SITE_LOCATION
11250 N MICKE GROVE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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a free -draining condition. The pressure manifold atop the filter must be self -draining to <br />prevent freezing. Above ground wooden enclosure installations should consider treatment <br />for carpenter ants and burrowing insects. An approved effluent tee filter should be <br />installed in the septic tank. Above -ground units can have varying heights of the <br />containment structure exposed above grade depending on land topography. The units <br />include an electrical panel with a visual and audible alarm. Configuration of the installed <br />system will depend upon the individual site characteristics and the manufacturer's <br />recommendations. Dosing of the filter can be on demand, as tested, or by timer. If the <br />system is designed for timed dose, a larger pump chamber is required. <br />Theory of Operation <br />Wastewater from a source (in most instances a residence) enters a standard septic tank. <br />The septic tank effluent then flows by gravity to a pump chamber which is variously <br />sized. An effluent filter on the outlet of the septic tank prevents the passage of large <br />solids (>1/16") from entering the pump chamber. Within the septic tank, a portion of the <br />solids are settled out, and the organic nitrogen is converted to the reduced mineral form <br />of ammonium (NH4+). From the pump chamber the effluent is dispersed over the foam <br />media. The foam is proprietary open -cell foam cut into 2" x 2" blocks and placed in <br />random attitude in the containment structure. <br />As the effluent percolates through the foam media, the consumption of the organic matter <br />by microbes occurs. An overall reduction in the Biochemical Oxygen Demand (BOD) <br />and Total Suspended Solids (TSS) occurs and the ammonium is oxidized into first nitrite <br />(NO2) and then nitrate (NO3-2). Some microzones within the foam cubes that have the <br />prerequisite anoxic conditions for denitrification result in the conversion of some of the <br />nitrate to nitrogen gas (N2). At the bottom of the foam -media containment structure the <br />percolate is divided by a dam that diverts approximately 50% of the percolate forward <br />toward the soil absorption system. The reminder of the percolate (again approximately <br />50 %) is diverted back to the septic tank. Within the septic tank, the prerequisite anoxic <br />conditions results in further denitrification of the wastewater. The process is purportedly <br />enhanced by the substrate provided within the cylindrical basket containing man-made <br />fiber. <br />2. Costs <br />Installation <br />The manufacturer claims that the Waterloo Biofilter® components including installation <br />as installed at the MASSTC are $7,350 and to these costs should be added other <br />conventional system costs for this installation of approximately $7,000. The cost of <br />installation for any treatment technology is very dependent upon the particular site <br />conditions, so readers should use the above estimates as approximations of average costs. <br />Performance Results — WaterlooBiofilter® Page 3 of 28 <br />
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