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ARCHIVED REPORTS_2014_8
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ARCHIVED REPORTS_2014_8
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Last modified
7/18/2020 12:38:44 PM
Creation date
7/3/2020 10:58:20 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2014_8
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
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FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2014_8.tif
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EHD - Public
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WASTE DISCHARGE REQUIREMENTS ORDER NO. R5-2014-0006 _19_ <br /> FORWARD INC.AND REPUBLIC SERVICES INC. <br /> FORWARD CLASS it LANDFILL <br /> SAN JOAQUIN COUNTY <br /> assurance (COA) plans for each new module or modules for review and approval at least <br /> 180 days prior to construction. <br /> COMPOST FACILITY <br /> 77.The Composting Facility is located on 7.6 acre parcel south of the South Fork of South <br /> Littlejohns Creek. The facility consists of compacted native soil pad with a minimum one- <br /> percent slope to the north. The pad is protected from run-on by berms on the eastern edge <br /> and a portion of the south edge of the site. The site is sloped to drain to two ditches <br /> designed to contain run-off from the 25-year, 10-minute duration storm. Composting <br /> windrows are constructed normal to the slope to allow free drainage and minimize ponding. <br /> The surface native soils consist of lean clay to silt and silty clay. This Order requires that the <br /> one-foot thick soil layer beneath composting pad areas be tested and if necessary <br /> conditioned and compacted to achieve a hydraulic conductivity of 1 X 10-5 cm/sec or less. <br /> 78.Leachate, if any, is collected in the two ditches and drains to an unlined storm-water <br /> retention basin. The Discharger does not monitor, sample or otherwise control leachate. <br /> This Order requires that the retention pond be sized to contain at least a 25-year, 24-hour <br /> storm event and that the retention pond be equipped with a synthetic liner. <br /> 79.Water collected in the retention basin will either be evaporated, used in the initial mixing of <br /> the compost, used for dust control, pumped to the on-site leachate evaporation pond, or <br /> transported off-site to a municipal treatment facility. <br /> LAND APPLICATION CANNERY WASTES <br /> 80.Solid cannery waste will be discharged within the designated land application areas, spread <br /> evenly and allowed to dry. Liquid waste (rinsate water) will be delivered in tanker trucks and <br /> slowly discharged over the land application area. Small berms will be constructed to <br /> maintain dry pathways for tanker trucks. The dried wastes (liquid and solid) will be disked <br /> approximately 4 to 6-inches into the ground. Rapid evaporation prevents anaerobic odors <br /> and interrupts the life cycle of vectors (flies). Excess cannery rinsate water may be <br /> discharged to one of the Class II surface impoundments. <br /> 81.Excessive application of decomposable organic waste to land can create objectionable <br /> odors, soil conditions that are harmful to crops and degradation of underlying groundwater <br /> with nitrogen species and certain metals, as discussed below. Such groundwater <br /> degradation can be prevented or minimized through implementation of best management <br /> practices (BMPs) which include planting crops to take up plant nutrients and maximizing <br /> oxidation of biochemical oxygen demand (BOD) to prevent nuisance conditions. <br /> 82.The Discharger is required to implement the following BMPs for cannery waste: <br /> a. The ground surface will be prepared prior to the application of waste. <br />
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