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SU0002960
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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LOWER SACRAMENTO
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9900
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2600 - Land Use Program
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SA-96-04
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SU0002960
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Entry Properties
Last modified
5/7/2020 11:29:34 AM
Creation date
9/6/2019 11:10:29 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0002960
PE
2633
FACILITY_NAME
SA-96-04
STREET_NUMBER
9900
Direction
N
STREET_NAME
LOWER SACRAMENTO
STREET_TYPE
RD
City
STOCKTON
ENTERED_DATE
11/6/2001 12:00:00 AM
SITE_LOCATION
9900 N LOWER SACRAMENTO RD
QC Status
Approved
Scanner
SJGOV\rtan
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\MIGRATIONS\L\LOWER SACRAMENTO\9900\SA-96-04\SU0002960\APPL.PDF \MIGRATIONS\L\LOWER SACRAMENTO\9900\SA-96-04\SU0002960\CDD OK.PDF \MIGRATIONS\L\LOWER SACRAMENTO\9900\SA-96-04\SU0002960\EH COND.PDF
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EHD - Public
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WASTE DISCHARGE REQUIREMENTS ORDER NO,R5-2002-0225 2 <br /> ALPINE PACKING COMPANY,INC. <br /> WASTEWATER TREATMENT SYSTEM,SAN JOAQUIN COUNTY <br /> Product Name Stren h Chemical <br /> Dura Foam 5-15% Potassium Hydroxide <br /> Kick No. 301 5% Sodium Dichloroisocyanurate <br /> Trolley Wash No. 245 80% Sodium Hydroxide <br /> WASTEWATER SYSTEM <br /> 9. Wastewater is collected in floor drains within the facility. Some solids are removed by the floor <br /> drain screens. From the floor drains, wastewater is discharged to one of two sumps, and is then <br /> piped to Pond No. 1. A rendering company regularly removes solids that settle in the sumps and <br /> solids removed from floor drains. <br /> 10. The wastewater treatment system consists of two sumps, four unlined wastewater ponds (without <br /> aeration), a pumping station, and a 14-acre land treatment unit. The ponds are estimated to be <br /> approximately 10 to 14 feet deep. <br /> 11. Wastewater flows between ponds at levels that are set by pipes installed in the berms. This results <br /> in minimal fluctuation of wastewater levels. Therefore the ponds provide only a small amount of <br /> storage capacity. <br /> 12. The Discharger has collected wastewater samples in accordance with its Monitoring and Reporting <br /> Program and for the RWD preparation. Treated wastewater samples were collected from the <br /> wastewater pond prior to discharge to the land treatment unit. The average wastewater quality for <br /> samples collected from 1 January 2001 to 26 August 2002 is presented in the table below. <br /> Analyte Units Minimum/Maximum/Avera e <br /> Total Kjeldahl Nitrogen mg/1 5160/27 <br /> Nitrate as N mg/l ND/ND/ND <br /> Biochemical Oxygen Demand' mg/l 1081 <br /> Fixed Dissolved Solids mg/l 580/1670/1280 <br /> Volatile Dissolved Solids' mg/1 1401 <br /> pH Std. 6.9/8.8/NA <br /> 1 One sample collected on 19 November 2001. <br /> 13. The flow rate of wastewater discharged to the land treatment unit was measured after repair of a <br /> wastewater flow rate meter in January 2001. In the time period from January 2001 to August 2002, <br /> the flow rate to the land treatment unit has averaged approximately 33,600 gpd. Flow rates varied <br /> from no discharge to approximately 203,000 gpd; however, discharges that occurred on Saturday, <br /> Sunday, or holidays were added to the flow recorded on Monday when the meter was read. The <br /> Discharger does not currently meter the volume of wastewater entering the ponds. Upon adoption <br /> of this Order, the Discharger will be required to record the wastewater flow rate whenever <br /> wastewater is discharged from the ponds to the land treatment unit and to install a meter to record <br /> the volume of wastewater discharged into the ponds. <br />
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