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2900 - Site Mitigation Program
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PR0544075
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COMPLIANCE INFO
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Last modified
2/25/2020 10:05:03 AM
Creation date
2/25/2020 8:43:18 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0544075
PE
2965
FACILITY_ID
FA0013593
FACILITY_NAME
MORADA PRODUCE
STREET_NUMBER
500
Direction
N
STREET_NAME
JACK TONE
STREET_TYPE
RD
City
STOCKTON
Zip
95215
APN
10504015
CURRENT_STATUS
04
SITE_LOCATION
500 N JACK TONE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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WASTE DISCHARGE REQUIREMENTS ORDER NO. -S- <br /> MORADA PRODUCE COMPANY <br /> LINDEN PACKING SHED <br /> SAN JOAQUIN COUNTY <br /> 28. Because the wastewater has not been fully characterized and because chloroform could exceed <br /> water quality objectives in the groundwater, it is appropriate to require the installation of <br /> groundwater monitoring wells and the monitoring of shallow groundwater conditions.;It is also <br /> appropriate to require the Discharger to reevaluate the discharge after a year of monitoring both the <br /> wastewater effluent and groundwater conditions. <br /> SITE SPECIFIC CONDITIONS <br /> 29. Local land use consists of agricultural, industrial, residential, and educational. The topography of <br /> the surrounding area is level. <br /> 30. The land application areas are located outside the 100-year flood zone. <br /> 31. The average annual total precipitation for this area of San Joaquin County is 15.28 inches. The <br /> 100-year annual total precipitation for this area is 26.65 inches. The peak monthly 100-year <br /> precipitation of 5.82 inches occurs in January. <br /> 32. Soil borings were drilled at the facility in September 2001 for a geotechnical investigation and in <br /> November 2001 as part of RWD preparation. The boring logs describe subsurface soil as sand, silt, <br /> and clay mixtures. The deepest borings were drilled in November 2001 to 46.5 feet below the <br /> ground surface. No groundwater was encountered in any of the borings. <br /> 33. Surface soil in the land application area consists of Hollenbeck Silty Clay. The surface soil possesses a <br /> low infiltration rate(0.06 to 0.2 in/hr). <br /> 34. Surface water drainage is to Mormon Slough, a tributary of the Calaveras River. <br /> BASIN PLAN, BENEFICIAL USES, AND REGULATORY CONSIDERATIONS <br /> 35. The Water Quality Control Plan for the Sacramento River and San Joaquin River Basins, Fourth <br /> Edition (hereafter Basin Plan) designates beneficial uses, establishes water quality objectives, <br /> contains implementation plans and policies for protecting waters of the basin, and incorporates by <br /> reference plans and policies adopted by the State Water Resources Control Board. Pursuant to <br /> Section 13263(a) of the California Water Code, waste discharge requirements must implement the <br /> Basin Plan. <br /> 36. The beneficial uses of the Calaveras River(from New Hogan Reservoir to the Sacramento San <br /> Joaquin Delta) are municipal and domestic supply; agricultural supply; industrial process supply; <br /> water contact recreation; non-contact water recreation; warm freshwater habitat; cold freshwater <br /> habitat; migration of aquatic organisms; spawning, reproduction, and/or early development; and <br /> wildlife habitat. <br /> 37. The beneficial uses of underlying groundwater are municipal and domestic supply, agricultural <br /> supply, industrial service supply, and industrial process supply. <br />
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