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EHD Program Facility Records by Street Name
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E
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88 (STATE ROUTE 88)
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12755
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4200 – Liquid Waste Program
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PR0420063
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COMPLIANCE INFO
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Last modified
11/20/2024 9:23:02 AM
Creation date
8/5/2020 10:02:37 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4200 – Liquid Waste Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0420063
PE
4242
FACILITY_ID
FA0000342
FACILITY_NAME
POINT QUEST EDUCATION
STREET_NUMBER
12755
Direction
N
STREET_NAME
STATE ROUTE 88
City
LODI
Zip
95240
APN
06314007
CURRENT_STATUS
01
SITE_LOCATION
12755 N HWY 88
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\lsauers
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FilePath
\MIGRATIONS\4200 - Liquid Waste\E\HWY 88\12755\PR0420063\INSPECT CORRESPOND.PDF
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EHD - Public
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BioFiltrat on Process <br /> (oxidize) organic products or carbon. These organisms reduce the BODS(food) <br /> or carbon BOD in the wastewater. Autotrophic bacteria will use (oxidize) <br /> inorganic compounds such as the various forms of nitrogen. The overall <br /> simplified biochemical reaction in biofiltration is as follows: <br /> inert matter+organic matter+oxygen+ = new organisms+carbon dioxide+water+ <br /> nutrients+microorganisms inert matter <br /> As described above, with proper operation these reactions will stabilize <br /> waste. The end products are new organisml}, water, carbon dioxide and inert <br /> matter. The key to the above equation is new organism growth. To <br /> suecess£ully remove waste from water, as the equation above shows, the ` <br /> operation must deal with the excess population of organisms. For this <br /> reason, basic facility design includes waste sludge storage and digestion unit <br /> processes. <br /> BOD and Biofiltration Growth <br /> Biochemical Oxygen Demand (BOD) is a test method to determine how much <br /> a known volume of water will deplete dissolved oxygen. Often BOD is <br /> implied as oxygen demand. BOD is used to provide a relative measure of the <br /> amount of food material available to a biological system (the raw sewage <br /> value). <br /> To remove BOD in the treatment plant, new organism growth must occur. <br /> Operation at this point becomes crucial. Not paying attention to the new <br /> growth will result in a sludge that is starving for food (BOD). Sludge <br /> settleability suffers to the point where sludge is lost over the weir and <br /> effluent quality is poor. There is a specific balance between sludge quantity, <br /> sludge growth and the amount of food (BOD) entering the plant. Generally, <br /> 0.5 lbs. of sludge is produced per 1.0 lbs. of BOD applied. The balance point <br /> is where the growth rate equals the die off or waste rate. Even if the plant is <br /> balanced, sludge wasting is still required because dead cells, new cells and <br /> trash continually need to be removed. <br /> The Nitrogen Cycle in BioFiltration <br /> The four forms of nitrogen occurring in wastewater are Organic Nitrogen, <br /> Ammonia Nitrogen ( 4113-N), Nitrite Nitrogen (NO2-N), and Nitrate Nitrogen <br /> (NO3-N). Raw wastewater (influent) is primarily organic and ammonia <br /> nitrogen (NH3): 40% organic nitrogen and 60% ammonia nitrogen. In the <br /> presence of dissolved oxygen (greater than 1.0 mg/1) and adequate time (SRT <br /> 10 to 15 days), nitrifying bacteria (nitrifiers) will grow. The first group of <br /> 7H Technical Services Group Operation &Maintenance Manual <br /> BioFiltration Process Page 9 of 26 <br /> Rev991215 <br />
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