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SU0003122
Environmental Health - Public
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THORNTON
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2600 - Land Use Program
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SA-93-26
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SU0003122
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Last modified
5/7/2020 11:29:41 AM
Creation date
9/9/2019 10:38:07 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0003122
PE
2633
FACILITY_NAME
SA-93-26
STREET_NUMBER
26440
Direction
N
STREET_NAME
THORNTON
STREET_TYPE
RD
City
THORNTON
ENTERED_DATE
11/6/2001 12:00:00 AM
SITE_LOCATION
26440 N THORNTON RD
QC Status
Approved
Scanner
SJGOV\rtan
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FilePath
\MIGRATIONS\T\THORNTON\26440\SA-93-26\SU0003122\APPL.PDF \MIGRATIONS\T\THORNTON\26440\SA-93-26\SU0003122\CDD OK.PDF \MIGRATIONS\T\THORNTON\26440\SA-93-26\SU0003122\EH COND.PDF \MIGRATIONS\T\THORNTON\26440\SA-93-26\SU0003122\CORRESPOND.PDF
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EHD - Public
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Design and Specifications <br /> Included on the controller will be a single three-way switch (MANUAL-OFF- <br /> AUTOMATIC) for each step in the batch process. Each switch shall override the memory <br /> timer to provide direct manual control of the individual pump. Each switch shall also reset <br /> the PC to the START or STANDBY position by switching to the MANUAL position. Each <br /> switch shall have its own status light. Both the light and switch shall be mounted in,the enclo- <br /> sure door and have an identification nameplate identifying the switch function. <br /> The control panel shall have a digital settling time recorder. This recorder shall be mounted in <br /> the panel door and be visible from outside the panel. The recorder will automatically record, <br /> in minutes, the clarifier settling time after completion of the weiring cycle. The recorder will <br /> be operated by the solid-state memory controller PC and will be reset automatically upon <br /> completion of the settling cycle. <br /> 8. Flow Measuring. The treatment plant shall have a batch-counting device for calculating <br /> exact effluent flows. This device is a digital counter connected to the discharge pump cycle <br /> time in the PC which shall be programmable to read true batches discharged. The number of <br /> batches discharged times the fixed volume discharged from the chlorine contact chamber <br /> equals the plant total hydraulic flow. <br /> �7 <br /> F. PROCESS (Model 50EFO) <br /> I. Pretreatment and Reserve Capacity. The secondary treatment process shall be batch type <br /> with the aeration chamber designed for 16-hour detention time. Aeration reactor capacity <br /> shall allow a minimum of 33% of total daily flow as surge capacity from the standby level. <br /> 2. Aeration. Air for aeration and mixing is supplied to the aeration chambers by a regenerative- <br /> type blower sized to meet the plant's maximum-flow air requirements. Blower air shall be <br /> diffused through nonclog, air-seal diffusers as manufactured by Jet, Inc. Each diffuser shall <br /> direct air downward and shall screw-attach to a 1-inch Sch 80 PVC header. There shall not <br /> be more than 3 diffusers per header. Each header shall be connected to a 1-inch Sch 80 drop- <br /> pipe. Each drop-pipe shall have two unions connecting each section to facilitate removal. <br /> 3. Process Activation. When the mixed liquor (ML) rises in the aeration reactor to a pre- <br /> determined STANDBY LEVEL, a timed volume of ML (batch) is transferred to the clarifier. <br /> This process is activated by a circuit closing in the PC from a liquid-level control switch <br /> mounted at the STANDBY LEVEL. The location and timing of this switch (LCI) shall be <br /> set at plant startup. <br /> 4. Weiring. Skimming of the floatables occurs by weir overflow prior to the period of quiescent <br /> settling. The weir overflow returns the floatables directly to the aeration chamber. <br /> 5. Supernatant Transfer. At completion of the .settling period, a prescribed volume batch of <br /> supernatant liquor is transferred to the ozone contact chamber. This supernatant transfer shall <br /> be accomplished with no disturbance to settled sludge or floatables remaining in the clarifier. <br /> 6. Sludge Return. Upon completion of the supernatant transfer, the sludge and floatables <br /> remaining in the clarifier are returned to the primary aeration reactor for additional treatment <br /> i <br /> 12 <br />
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