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COM 0011.000 2000-2002
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COM 0011.000 2000-2002
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Last modified
5/12/2008 11:11:16 AM
Creation date
5/10/2008 2:14:48 PM
Metadata
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Communications
Communications - Type
COM
Communications - Council Term
2000-2002
Communication
0011
Point
000
Author
Thomas E. Arizumi, P.E. Chief, Environmental Management Division State Department of Health
Communications - Referred To
PEMC
Comments
P&EMC: Close file - 12/19/00
Communications - File Code
SEW
Document Relationships
AGE COUNCIL 12/20/2000 2000-2002
(Related)
Path:
\Council Records\Agendas\2000-2002\Council
AGE PEMC 12/19/2000 2000-2002
(Related)
Path:
\Council Records\Agendas\2000-2002\Parks & Envrionmental Management Committee (PEMC)
COM 0032.000 2000-2002
(Related)
Path:
\Council Records\Communications\2000-2002
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Status A larger replacement fan was purchased and the installation completed on <br /> January 5, 2000 <br /> Deftciency The chlorine a/arm x•as inoperable <br /> Status Anew chlorine alarm w•as installed on February 1, 2000 <br /> Deficiency The chlorine contact tank contained a 6 to !2-inch layer of sludge on the <br /> bortonr of the tank Sludge carryover with the final effluent can occur during <br /> peak flogs or when the sludge denitrifies <br /> Status The sludge layer on the bottom of the tank was removed Vacuuming of the tank <br /> is performed at least once per month In addition, plant personnel perform <br /> weekly sludge checks with a sludge Judge and cleaning done if necessary <br /> Deficiency The fire extinguisher in the Control Budding was noted to be completely <br /> discharged <br /> Status The fire extinguisher was replaced with a fully charged fire extinguisher <br /> Inspecnon of the facility's fire extinguishers is performed on a monthly basis <br /> RECORDS/REPORTS <br /> <br /> Revrew• of the facility's Discharge Monitoring Report data showed that the facility processed an <br /> average flow of 0 09 mgd or 26 percent of the design capacity for the one-year period <br /> September 1999 to August 2000 The flow for the prior one-year period averaged 0 105 mgd or <br /> 30 percent of the design capacity The decrease in flow is attributed to the dry weather <br /> conditions during the past year In the next few years, new sewer connections are anticipated to <br /> add approximately 0 034 mgd to the present flows <br /> <br /> The following data taverage for the past year) for the facility was compiled based on monthly <br /> averages for the period September I, 1999 to August 31, 2000 <br /> Influent BODS 205 mgrl (flow-propomonal composite sample) <br /> Effluent BODE 2 0 mg;'I (flow-proportional composite sample) <br /> Influent TSS 282 mg!I (flow-proportional composite sample) <br /> Effluent TSS 1 7 mg%I (flow-proportional composite sample) <br /> pH (min) 6 1 (grab sample) <br /> pH (max) 7 4 (grab sample) <br /> <br />
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