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SU0002276
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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WALNUT GROVE
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8960
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2600 - Land Use Program
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UP-96-07
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SU0002276
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Last modified
5/7/2020 11:29:09 AM
Creation date
9/9/2019 11:01:37 AM
Metadata
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EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0002276
PE
2626
FACILITY_NAME
UP-96-07
STREET_NUMBER
8960
Direction
W
STREET_NAME
WALNUT GROVE
STREET_TYPE
RD
City
THORNTON
ENTERED_DATE
10/26/2001 12:00:00 AM
SITE_LOCATION
8960 W WALNUT GROVE RD
QC Status
Approved
Scanner
SJGOV\gmartinez
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\MIGRATIONS\W\WALNUT GROVE\8960\UP-96-07\SU0002276\APPL.PDF \MIGRATIONS\W\WALNUT GROVE\8960\UP-96-07\SU0002276\CDD OK.PDF \MIGRATIONS\W\WALNUT GROVE\8960\UP-96-07\SU0002276\EH COND.PDF \MIGRATIONS\W\WALNUT GROVE\8960\UP-96-07\SU0002276\EH PERM.PDF
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EHD - Public
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6 <br /> cells also provide a food source for the incoming bacteria. Upon <br /> completion of the sludge return, the MLT pump can again fill the <br /> clarifier. <br /> As the supernatant is transferred to the chlorine contact chamber, <br /> a liquid chlorine solution is used to disinfect the supernatant. <br /> AquaClear does not recommend the use of chlorine tablets, as they <br /> are generally unreliable due to decomposition in high-humidity <br /> environments which leads to failure of the tablet feed system; <br /> also, hypochlorous acid (HOCL) is a much better disinfecting agent <br /> than the hypochlorite ion (OCL) . <br /> After 1 hour of chlorine contact time, the clarified and <br /> disinfected effluent is pumped from the chlorine contact chamber, <br /> first through the pressure filters then through the ozone mixer, <br /> which is inline and fed by the ozone generator, then through the <br /> ozone contact tower, which extends the ozone contact time, and out <br /> to the pond. A small amount of liquid remains in the chlorine <br /> contact chamber after discharge and is returned to the aeration <br /> chamber for reprocessing. The contact time and dilution factor <br /> render the chlorine in this small amount harmless to the on going <br /> biologic activity in the aeration chamber. <br /> The ozone inject during transfer from the chlorine contact chamber <br /> provides conversion of chlorine residual in the final output to .a <br /> chlorate which is taken up by plant life, thus making the receiving <br /> body of water, safe for fish and fowl . With the ozone generator <br /> installed, chlorine residual testing is accomplished at a tap in <br /> the output of the chlorine contact chamber; the presence of <br /> approximately 0 . 5 mg/L of chlorine at that point provides assurance <br /> that there has been adequate chlorine contact time. <br /> The conversion of chlorine residual by ozone also ensure, that, in <br /> the case of irrigation, there will be no conversion of soil <br /> minerals to salts and thus no forced buildup of salt-toxicity <br /> within the soil . <br /> NOTE: The ozone generator is sized at twice the <br /> grams/hour requited for potable water treatment and will <br /> negate the need for any chlorination at all should the <br /> County Health Department not mandate its use. Many <br /> states (most notably New York) are banning the use of <br /> chlorine for any form of water/wastewater disinfection <br /> and are relying on ozone and ultraviolet completely. The <br /> chemical disinfectant potential (V) of ozone is 2. 07 as <br /> opposed to 1. 36 for chlorine as HCLO or . 025 as an ion. <br /> Ozone causes immediate destruction of bacteria and <br /> viruses as opposed to merely altering the DNA to prevent <br /> replication, as is the case with ultraviolet. Should <br /> chlorine not be mandated for- this project, then the <br /> chlorine contact chamber will either be eliminated from <br /> the system or will be used as an additional clarifier <br />
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