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2900 - Site Mitigation Program
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PR0523822
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
6/30/2020 2:50:23 PM
Creation date
6/30/2020 2:18:23 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0523822
PE
2965
FACILITY_ID
FA0016043
FACILITY_NAME
WOODBRIDGE WINERY/ ROBERT MONDAVI
STREET_NUMBER
5950
Direction
E
STREET_NAME
WOODBRIDGE
STREET_TYPE
RD
City
ACAMPO
Zip
95258
APN
01709058
CURRENT_STATUS
01
SITE_LOCATION
5950 E WOODBRIDGE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Jim Crandell -2 - 15 February 2005 <br /> Process Water Treatment and Reuse Evaluation Workplan <br /> The Process Water Treatment and Reuse Evaluation Workplan almost exclusively considers the <br /> biologically treatable waste constituents but FDS should be the focus of the investigation. Because FDS <br /> constituents are not treated biologically, nor are they degraded, transformed, or immobilized when <br /> applied to land. Source control is the best method to achieve the desired result of groundwater quality <br /> protection. Other available means might include further treatment of wastewater with methods that <br /> reduce the concentration of FDS or separation of high salinity wastestreams from the pond/land <br /> application system. <br /> Groundwater Characterization Workplan <br /> The Groundwater Characterization Workplan presents an investigation that will not resolve central <br /> questions related to the storage and application of wastewater to land. In addition, some of the data <br /> collected regarding off-site potential sources is unlikely to result in a better understanding of site <br /> conditions. For example, investigation of off-site sources that are downgradient of the winery or located <br /> south of the Mokelumne River are unlikely to be relevant to the investigation at the winery. If the on- <br /> site investigation indicates contaminants are present in the upgradient wells, then it may be prudent to <br /> expand the investigation to alternative sources. To date, upgradient wells have not contained elevated <br /> concentrations of FDS. <br /> The proposed on-site investigation consists of continued monitoring of groundwater quality and <br /> elevation in the on-site wells, installation of a stream gauge, and nine Cone Penetrometer Tests (CPT) <br /> with grab groundwater sampling. I have the following comments regarding the on-site investigation: <br /> • It is recommended that the Mokelumne River be sampled to document its quality. The samples <br /> should be analyzed for the constituents of concern in groundwater. <br /> • Installation of a gauge that allows measurement of the wastewater pond elevation is <br /> recommended. Review of chemical trends in Figures 7 and 8 indicates during the late fall and <br /> winter, wastewater pond elevation may be high enough to control groundwater flow direction. <br /> • The use of existing production wells as monitoring wells is generally discouraged because they <br /> are screened in lower aquifers and their construction generally is not suitable for use in <br /> monitoring specific groundwater zones. <br /> • The CPT/Hydropunch study is proposed in areas that are downgradient of the wastewater ponds <br /> or land application areas. To investigate groundwater quality trends in areas without wastewater <br /> ponds, consider performing some sampling in areas not suspected to be impacted by waste <br /> application or storage to determine if the Mokelumne River is contributing low TDS water and <br /> an increasing trend of TDS is observed away from the river in areas where no wastewater impact <br /> is suspected. <br /> • Section 4.7.2 states an initial depth of 75 feet will be probedwith the CPT to investigate both <br /> "perched groundwater and the first water bearing zone." The section also describes using the <br /> CPT to evaluate the groundwater gradient. Please describe how groundwater elevations will be <br /> measured. <br /> W1SuplpptiCf DIoaquffiR Mor vTCnMd19 Feb 05.doc <br />
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