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COMPLIANCE INFO_NL STDY
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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4200 – Liquid Waste Program
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PR0524490
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COMPLIANCE INFO_NL STDY
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Last modified
12/3/2020 5:06:05 PM
Creation date
8/5/2020 10:09:06 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4200 – Liquid Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
NL STDY
RECORD_ID
PR0524490
PE
4242
FACILITY_ID
FA0016426
FACILITY_NAME
KINGDOM HALL OF JEHOVAHS WITNESS
STREET_NUMBER
7960
STREET_NAME
PONDEROSA
STREET_TYPE
ST
City
FRENCH CAMP
Zip
95231
APN
19314008
CURRENT_STATUS
01
SITE_LOCATION
7960 PONDEROSA ST
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\rtan
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FilePath
\MIGRATIONS\4200 - Liquid Waste\P\PONDEROSA\7960\PR0524490\NL STDY.PDF
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EHD - Public
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46. <br /> Ir <br /> System Design Description page 3 <br /> that the solids remain suspended within the reactor and that the biomedia does not clog. <br /> The aeration promotes growth of aerobic microorganisms, which convert and remove <br /> &. biodegradable organic matter. (the organics removed by the aerobic process are the <br /> constituents that are measured in the CBOD test.) <br /> The treated wastewater, which is now low in carbon but high in ammonia, overflows into <br /> the third compartment(Second Aerated Compartment). This chamber is aerated in the <br /> same way as the First Aerated Compartment. The.oxygen rich atmosphere in this <br /> chamber promotes the growth of nitrifying microorganisms(Nitrosomonas and <br /> Nitrobacter), since it is low in carbon and high in ammonia. The nitrifying <br /> microorganisms convert ammonia to nitrates utilizing the oxygen in the wastewater. <br /> To optimize the contact time and the mean cell residence time, the EnviroServer utilizes a <br /> biomedia in the aerated sections. This plastic media is used to supply a support structure <br /> for the establishment of a resident biofilm and is specifically developed for optimized <br /> biological growth without clogging. The main advantage is that the biomass is attached <br /> to the biomedia and will not get flushed out at high input flow rates. This will favor the <br /> nitrification process, which is significantly slower than the organic removal. <br /> The two-stage aerobically treated wastewater, which is now high in nitrates but low in <br /> carbon(low in CBOD)overflows into the fourth compartment (Secondary Clarifier), <br /> where final clarification and settling of the suspended solids take place. <br /> To promote denitrification, and to remove the accumulated biomass, the wastewater is <br /> recirculated by an airlift from the fourth compartment back to the first <br /> anaerobic compartment. A volume equal to eight percent of the systems rated capacity is <br /> recirculated each hour. Denitrification is facilitated by this recirculation because the <br /> bacteria in the first anaerobic compartment use the oxygen from the nitrate molecule in <br /> their metabolic process,with nitrogen being released as gas in the reaction. Without <br /> recirculation, the small amount of carbon available in the fourth compartment would limit <br /> the denitrifiicaiton. <br /> �. Furthermore, the recirculation of the biomass prevents accumulation of the biomass in the <br /> final Clarifier, eliminating the need for periodic removal. Removing the accumulated <br /> biomass also helps to ensure optimum clarifier performance resulting in an eluent with <br /> i. low suspended solids. The transfer of the biomass to the first compartment ensures a <br /> large vital population of microorganisms for the organic and nitrogen removal processes. <br /> +.. The recirculation process also benefits the system in times of low loading. When the <br /> water is recirculated, it carries nutrients from the first compartment into the second <br /> compartment. Thus the available nutrients are utilized to sustain the population as long <br />
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