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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 • • <br /> - 11 - <br /> MUSCO FAMILY OLIVE COMPANY AND THE STUDLEY COMPANY <br /> WASTEWATER TREATMENT AND LAND DISPOSAL FACILITY <br /> SAN JOAQUIN COUNTY <br /> screened in two zones, an unconfined(water table) and a confined zone. Further study is required to <br /> define the subsurface conditions. <br /> • The report recommends the use of Well MW-2 as a background well. Staff believe the excessively <br /> high concentrations observed in the well are likely due to an unknown source or other unknown <br /> factor. Additional investigation of the groundwater conditions at Well MW-2 is warranted. <br /> • The report describes similar concentrations in samples from Wells W-2 and MW-1 and suggests the <br /> data as a proof of no groundwater impact. Review of the Stiff diagrams for the wells on Plate 5 <br /> reveals an almost identical shape. However, staff believe the similarity may be a result of both wells <br /> defining the background groundwater conditions. Kleinfelder's statement that Well W-2 is the <br /> furthest downgradient well doesn't take into consideration the topography and natural drainage <br /> configuration. Staff believe if better definition of the groundwater elevation contours were available, <br /> groundwater in the area of Well W-2 might be flowing to the east or southeast toward the natural <br /> drainage, making the well upgradient of source areas (assuming the Class II ponds are not leaking). If <br /> that is the case, Well W-2 may be located in an area upgradient of all land application areas. <br /> Kleinfelder recommended the following additional investigations: <br /> • Research of published databases for groundwater quality in the near vicinity of the site. The research <br /> would focus on Sections 33 and 34 and other sections in proximity and with similar depositional <br /> environments. Staff believe the research might be interesting but remain cautious about using data <br /> from other locations and depth zones that might not be appropriate. Using data from off-site wells <br /> that screen deeper aquifers will not produce data that is representative of on-site conditions. The <br /> area's heterogeneous nature of the geologic deposits further limit the use of off-site data. <br /> Kleinfelder's report notes that shallow groundwater in the Upper Tulare Formation is of poorer quality <br /> than the deeper groundwater zone; considering this reported variation of water quality with depth, use <br /> of deep wells may add more uncertainty to the problem of defining background groundwater quality. <br /> • Conduct a limited physical search in neighboring areas for groundwater wells and information on the <br /> water quality. Staff believe the research could be interesting with the caveats described above. If off- <br /> site wells will be investigated, it is important to include all the available data, staff note that the on- <br /> site well was not included in the RWD nor in Kleinfelder's evaluation of regional wells; nor was the <br /> Harpainter well that is located adjacent to the application areas and irrigation checks. Staff are <br /> concerned that selective use of the available data will result in inaccurate conclusions on the region's <br /> water quality. <br /> • Limited geological mapping of the railroad cuts and other exposed structural features. Staff believe <br /> this could yield useful information but it should build upon the work published in professional papers. <br /> • Kleinfelder recommends preparation of Stiff diagrams to further characterize groundwater quality. <br /> Staff agree this action could provide useful information. However, additional wells are needed to <br /> better characterize the groundwater quality and hydrogeology of the area. Additional characterization <br /> is required to determine if a water table zone exists in the northern area of the site and to allow <br /> monitoring of groundwater upgradient and downgradient of the 84-Mgal storage pond. <br /> Effluent Limitations <br />
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