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SU0003307
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SU0003307
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Last modified
6/16/2020 12:07:10 PM
Creation date
6/16/2020 11:47:02 AM
Metadata
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EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0003307
PE
2633
FACILITY_NAME
SA-89-23
STREET_NUMBER
2851
STREET_NAME
BOZZANO
ENTERED_DATE
11/7/2001 12:00:00 AM
SITE_LOCATION
2851 BOZZANO
P_DISTRICT
000
QC Status
Approved
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SJGOV\gmartinez
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EHD - Public
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2. Post-Harvest Months (Naveer <br /> QAP is diversifying into specialty items for the retail market. Operation <br /> of the processing facility will eventually continue year 'round to meet <br /> the demand for processed foods such as tomato sauces. Wastewater flows <br /> will also continue during the post-season months, November-May. Flows <br /> during this period will be much lower than during the harvest months, most <br /> likely in the 25,000 Z!Z -OOq., d �.qq w <br /> B. Changes in Extent and Location of Disposal Area. <br /> An additional 391 acres will be added to the 149 acres used during the 1989 <br /> season. Total acreage available for the 1990 season will reach 540 acres. <br /> Additional parcels are shown on Figure 1 and located between Highway 26, <br /> Fairchild Road, and Beecher Road, and along Alpine Road. Parcel numbers are <br /> 89-80-13, 89-80-14, 89-80-39, 89-80-34, 89-80-30, 89-100-1 , 89-100-18, 89-110- <br /> 14, 101-130-18, and 101-130-49. <br /> Crops grown include walnut and cherry orchards, tomatoes, kidney beans, and <br /> sugar beets. Distribution of the wastewater on the land will be by the method <br /> of sprinkler irrigation. <br /> 111. IMPACTS ON WASTEWATER TREATMENT AND DISPOSAL OPERATIONS <br /> A. Wastewater Streams <br /> Sources of wastewater include dump flume wastewater, truck unloading, facility <br /> process areas, and cooling towers. All wastewater is pumped to field disposal <br /> sites after reaching a common stand-pipe mix point. Water from the bulk dump <br /> area is screened and passed through a mud settling tank before reaching the <br /> stand-pipe. Plant process water is screened and pumped through a Dissolved <br /> Air Flotation (DAF) tank ahead of the stand-pipe. A second mud settling tank <br /> and rt secDon ,,I7AF t;kowil] ;wke�.inst�l l e. L_ls wastewater discharge volumes <br /> increase. <br /> Effluent sampling is done downstream from the stand-pipe. Water quality <br /> parameters for two supply wells and wastewater are given in Table 1 . <br /> 3 <br /> RP050-L <br />
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