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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
Fields
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 <br /> MUSCO FAMILY OLIVE COMPANY AND THE STUDLEY COMPANY <br /> WASTEWATER TREATMENT FACILITY <br /> SAN JOAQUIN COUNTY <br /> Discharger has stated that it will no longer apply wastewater over the leach lines or seepage pits, and this <br /> Order contains a Prohibition to that effect. <br /> GROUNDWATER/SOIL CONDITIONS <br /> The Discharger constructed a groundwater production well in 1983. The well is approximately 607 feet <br /> deep with a sanitary seal from the surface to 50-feet below ground surface. The gravel pack exists from 50 <br /> to 607 feet below ground surface. Based on five sample events performed from 1982 to 1999, the water <br /> quality in the well is poor with total dissolved solid concentrations averaging 1,513 mg/L, sodium 372 <br /> mg/L, and chloride 334 mg/L. Agricultural,domestic, and industrial wells located within two miles of the <br /> site were surveyed and the available data indicates they also contain poor quality groundwater. <br /> Thirteen groundwater monitoring wells were installed in March and April 2002; one existing well was <br /> redeveloped. The wells were sampled in April 2002. Shallow and deep zones of groundwater were <br /> identified in the investigation. The depth to groundwater at the Discharger's facility is dependant on the <br /> well location. Monitoring wells with shallow groundwater are in low land areas or in close proximity to <br /> the surface drainage course. Wells with deep groundwater are typically in higher topographic elevation <br /> areas further away from the surface water drainage. Depth to groundwater varied from 14 to 175 feet <br /> below ground surface. Land surface elevations vary from 259 to 443 feet above mean sea level. <br /> Groundwater flow directions generally mimic the topography. Overall the flow direction is to the <br /> northeast, however,topographic variations can significantly change the local flow direction. <br /> While the Discharger has shown that local groundwater is of generally poor quality,the on site <br /> monitoring wells show that the Discharger's activities may have •impacted the underlying groundwater. <br /> The Groundwater Monitoring Well Installation Report identified the chemistry of the groundwater in the <br /> shallow and deep zones as distinctly different,with shallow zones tending to have higher concentrations <br /> of sodium, chloride, and total dissolved solids. As the Discharger has not provided other groundwater <br /> data regarding the quality of groundwater, or a more comprehensive database of source water, the data <br /> may be presumed to be representative of the quality of background water in the underlying aquifer. <br /> Absent information to the contrary, it must be assumed that shallow aquifers are in hydraulic continuity <br /> with deeper zones. Data substantiates that underlying groundwater is of poor but useable quality. <br /> These WDRs require continued groundwater monitoring to fully evaluate the impacts of the Discharger's <br /> past and future disposal practices. However, it is not appropriate to follow the Discharger's <br /> recommendation to conduct a year of monitoring to determine if there are groundwater impacts, and then <br /> design effluent limits based on the groundwater data. In the last year, the Discharger has substantially <br /> increased its wastewater flow and strength, and has begun applying wastewater to a larger area. These <br /> recent changes may not yet be reflected in the groundwater quality. In addition,the RWD clearly shows <br /> that the Discharger intends to apply significantly more salt than will be taken up by the crops; therefore, <br /> these WDRs contain limits to prevent impacts to the underlying groundwater. <br /> Shallow soil samples were collected in the land application areas in November 1999 and April 2001 as <br /> part of the 6 April 2001 Soil Salinity Assessment required by C&A Order No. 5-00-717. The samples <br /> were collected to evaluate the wastewater application impact to soil quality. Analysis indicted that <br />
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