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4200 – Liquid Waste Program
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PR0526172
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Last modified
12/3/2020 7:50:28 PM
Creation date
8/5/2020 10:00:27 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4200 – Liquid Waste Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0526172
PE
4242
FACILITY_ID
FA0017710
FACILITY_NAME
ANKA NORTHSTAR
STREET_NUMBER
401
Direction
S
STREET_NAME
AIRPORT
STREET_TYPE
WAY
City
MANTECA
Zip
95336
APN
24130052
CURRENT_STATUS
01
SITE_LOCATION
401 S AIRPORT WAY
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
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\MIGRATIONS\4200 - Liquid Waste\A\AIRPORT WAY\401\PR0526172\INSPECT CORRESPOND.PDF
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EHD - Public
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ADVANTEX° O&M <br /> ,MANUAL <br /> Dissolved Oxygen — Dissolved oxygen also alkalinity can be restored in the recirc or process <br /> provides critical information with which to diag tank,wherever denitrification occurs(and adjust- <br /> nose haw well a system is performing.Measures ing the recirc ratios may also bring the pH back <br /> of Dissolved Oxygen should be in the range of to preferred-operating levels). But wastewater <br /> 2.5 to 6 mg/L.If the DO level drops,the degree streams that are alkalinity-starved c&t provide <br /> of nitrification will normally drop as well,which for 100%nitrification. <br /> could be a sign of blinding or saturated flow con- The use of low flush fixtures requires special con- <br /> ditions—anything that might inhibit free air sideration.Low flush fixtures tend to reduce <br /> from flowing into the system.(Though it's quite hydraulic loads,which causes elevation of waste- <br /> possible to have low filtrate DOs and still have water constituents (i.e.,higher concentrations of <br /> high effluent quality,as measured by BOD and BOD,TSS,TKN,etc.). In this case, the available <br /> TSS levels.) alkalinity in the water supply may not be ade- <br /> Biologital Growth on Filter —.With"fired quate to accomplish rhe full level of nitrification <br /> film"treatment systems,biological growth on the desired. <br /> filter media is natural.The biotnat should appear These constraints exist for all wastewater treat- <br /> light-brown to dark-brown in color and gelati- ment operations,regardless of whether the opera- <br /> nous <br /> peranous in texture. tion involves a suspended growth contact stabi- <br /> Influent Cheracteristica -- Influent character- lization process or an attached growth packed <br /> istics (see p.7)will greatly affect the amount of bed filter. Packed bed systems will perform better, <br /> nitrogen reduction that is possible from any especially if they have a large attached growth <br /> wastewater treatment system.High solids and/or surface area per unit volume ratio,because of the <br /> fats and cooking oils increase the oxygen micro-sites near the attached side of the biomar, <br /> demand and accumulation of material on and where denitrification typically occurs,returning <br /> within the media,affecting the available oxygen some of the alkalinity.Textile packed bed filters, <br /> for nitrification. because of their large surface area per unit vol- <br /> pH— For normal residential nitrogen loads,pH ume ratio,tend to perform even better. <br /> is typically maintained between 6-8. Nevertheless,additional buffering may be neces- <br /> sary to accomplish the level of nitrification <br /> Aftfl fy—The nitrification process releases desired.In low alkalinity conditions,pH adjust- <br /> hydrogen ions into solution,which tends to ment can be made with the addition of Quick or <br /> lower the pH level.Alkalinity is essential for Hydrated lime,soda ash,or caustic. (Mote. at <br /> nitrification.For each part ammonia that is nitn- process points preceding sedimentation zones, <br /> fled,7.14 parts alkalinity are consumed(buffer- lime adjustment—buffering—would be pre- <br /> ing the acidity caused by the release of hydrogen ferred.Soda ash and caustic both contain sodi- <br /> ions).Consequently,if the degree of nitrification tart,which is a dispersant.) <br /> is less than expected,it could simply be a lack of <br /> sufficient alkalinity to support more.Typical resi- <br /> dential nitrification requires alkalinity above <br /> 250t mg/L for recirculating processes and double <br /> that for single pass processes.Many wastewater <br /> streams do not have sufficient alkalinity to support <br /> complete nitrification. <br /> Wastewater streams without sufficient alkalinity <br /> to support complete nitrification may,depending <br /> on the type of process,cause a depletion in the <br /> alkalinity to the point where its ability to buffer <br /> stops.The pH correspondingly drops to a level <br /> that retards the microbial activity(<6t). <br /> Recirculating the effluent helps,since half the <br />
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