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SU0002960
Environmental Health - Public
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EHD Program Facility Records by Street Name
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LOWER SACRAMENTO
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2600 - Land Use Program
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SA-96-04
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SU0002960
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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 <br /> .ALPINE PACKING COMPANY,INC. 15 <br /> WASTEWATER TREATMENT SYSTEM,SAN JOAQUIN COUNTY <br /> 10. Discharge of salt wastes from meat processing is prohibited. Salts shall be used completely in <br /> the brining process and shall not he discharged with the process wastewater. <br /> B. Discharge Specifications: <br /> 1. The monthly average discharge from the facility into the wastewater ponds shall not exceed <br /> 40,000 gallons per day. <br /> 2. Neither the treatment nor the discharge shall cause a nuisance or condition of pollution as <br /> defined by the California Water Code, Section 13050. <br /> 3. No waste constituent shall be released or discharged, or placed where it will be released or <br /> discharged, in a concentration or in a mass that causes violation of the Groundwater Limitation. <br /> 4. Objectionable odors originating at this facility shall not be perceivable beyond the limits of the <br /> processing facility and designated land treatment unit property owned by the Discharger. <br /> 5. As a means of discerning compliance with Discharge Specification No. B.4, the dissolved <br /> oxygen content of wastewater in ponds shall not be less than 1.0 mg/1 at any time, as measured <br /> within one foot of the water surface. <br /> 6. The Discharger shall operate all systems and equipment to maximize treatment of wastewater <br /> and optimize the quality of the discharge. <br /> 7. The Discharger's wastewater treatment system shall be designed, constructed, operated, and <br /> maintained to prevent inundation or washout due to floods with a 100-year return frequency. <br /> 8. No physical connection shall exist between wastewater piping and any domestic water supply <br /> or other domestic/industrial supply/agricultural well without an air gap or approved reduced <br /> pressure device. <br /> 9. Wastewater ponds shall be managed to prevent breeding of mosquitoes. In particular, <br /> a. An erosion control program shall be implemented to ensure that small coves and <br /> irregularities are not created around the perimeter of the water surface. <br /> b. Weeds shall be minimized through control of water depth, harvesting, or herbicides. <br /> c. Dead algae, vegetation, and debris shall not accumulate on the water surface. <br /> 10. The wastewater treatment system shall have sufficient capacity to accommodate wastewater <br /> flow, seasonal precipitation, and storage when the land treatment unit is saturated and <br /> unavailable for land application of wastewater. Design seasonal precipitation shall be based on <br /> total annual precipitation using a return period of 100-years, distributed monthly in accordance <br /> with historical rainfall patterns. <br /> 11. Freeboard in any pond shall never be less than two feet as measured from the water surface to <br /> the lowest point of overflow. <br />
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