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SITE INFORMATION AND CORRESPONDENCE
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0516772
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
6/1/2020 12:44:39 PM
Creation date
6/1/2020 12:23:17 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0516772
PE
2965
FACILITY_ID
FA0012793
FACILITY_NAME
MUSCO OLIVE LAND APP/TITLE 27
STREET_NUMBER
17950
Direction
W
STREET_NAME
VIA NICOLO
STREET_TYPE
RD
City
TRACY
Zip
95377
APN
20911032
CURRENT_STATUS
01
SITE_LOCATION
17950 W VIA NICOLO RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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INFORMATION SHEET • • - 5 - <br /> MUSCO FAMILY OLIVE COMPANY AND THE STUDLEY COMPANY <br /> WASTEWATER TREATMENT AND LAND DISPOSAL FACILITY <br /> SAN JOAQUIN COUNTY <br /> constituents. Following adoption of WDRs Order No. 97- 037, the Discharger has been provided ample <br /> opportunity to justify a discharge and comply with Order No. 97-037. It has not complied. It has been <br /> granted interim conditional flow increases while under a series of enforcement actions while developing <br /> justification for discharge, and violated those conditions, including repeated failure to monitor waste and <br /> submit reports as required, and failure to restrain production in accord with enforcement conditions, <br /> resulting in administrative civil liability. The RWD is inadequate to support the requested discharge. <br /> Therefore, this Order limits the Discharger to that which will not degrade the underlying groundwater. <br /> The RWD proposes that wastewater containing over 3,000 mg/1 TDS be discharged to land, however, <br /> staff's analysis shows that an interim effluent limitation of 2,047 mg/1 TDS is necessary to protect the <br /> underlying groundwater. <br /> Inorganic dissolved solids can be effectively controlled by means of source control and treatment. Source <br /> control includes best management practices of selective and judicious chemical use and waste stream <br /> isolation where possible (for example, clean-in-place wastewater, ion exchange regeneration brine, lye <br /> bath rinse water, and boiler blowdown). Treatment and containment technology includes reverse osmosis, <br /> ion exchange, and evaporation impoundments constructed to Title 27 standards <br /> LOADING RATES <br /> The RWD describes the animal nitrogen loading rate to be between 4281bs/acryear to 490 lbs/ac-year. The <br /> Discharger will double crop Sudan grass and also grow winter barley. The Discharger states that it will <br /> stagger planting, irrigation, and harvest so that there are always two or three crops in the land application <br /> areas. The RWD reports double cropping the Sudan grass will remove approximately 325 pounds of nitrogen <br /> per acre-year. Winter barley will be planted into Sudan grass stubble in early fall to remove an additional 160 <br /> pounds of nitrogen per acre/year. Other crops the Discharger is considering are Bermuda grass and salt <br /> tolerant alfalfa(reportedly under development in agricultural laboratories).Recent inspections have shown that <br /> crop health at the facility has been poor in areas where wastewater has been applied for longer times. Poor <br /> crop health will result in lower nitrogen uptake rates. Therefore,the Order requires that the Discharger consult <br /> with a Certified Crop Advisor or Certified Agronomist on a yearly basis regarding the steps needed to <br /> maintain the proposed intensive agriculture and high nitrogen uptake. <br /> The RWD describes the annual DIS loading rate to be between 34,000 lbs/ac-year and 40,000 lbs/ac-year. <br /> The Discharger anticipates approximately 3,260 lbs/ac-year will be taken up by cropping activities. The RWD <br /> states that leaching of DIS from the root zone must be performed to control soil salinity at levels that do not <br /> hinder crop growth. Because the DIS loading rate exceeds the crop uptake rate,it is anticipated that leaching <br /> of DIS will result in interim soil attenuation of the DIS and eventual groundwater degradation with continued <br /> application. This application procedure is not sustainable with nondegradable constituents. Loading rates <br /> must be balanced with uptake rates to protect groundwater quality, and therefore the 1,500 mg/1 effluent limit <br /> for TDS is necessary. <br /> The Discharger is required to continue characterizing groundwater quality and to begin characterizing the <br /> quality of the percolate below the land treatment units. Percolate samples will be collected by pan lysimeters <br /> both in areas of land application and areas outside the land application limits. Groundwater monitoring wells <br /> will monitor the first saturated interval;percolate samples will be monitored by pan lysimeters installed at a <br /> depth of five feet. If groundwater or percolate quality is degraded,the Discharger must take steps such as <br /> reducing loading or improving cropping to protect groundwater quality. <br />
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