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2900 - Site Mitigation Program
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PR0528324
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Last modified
2/6/2020 2:49:33 PM
Creation date
2/6/2020 9:12:57 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0528324
PE
2965
FACILITY_ID
FA0019131
FACILITY_NAME
SUTTER HOME LODI WINERY
STREET_NUMBER
18667
STREET_NAME
JACOB BRACK
STREET_TYPE
RD
City
LODI
Zip
95242
APN
01109014
CURRENT_STATUS
01
SITE_LOCATION
18667 JACOB BRACK RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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Kennedy/Jenks Consultants <br /> The Younger Alluvium is less than approximately 100 feet thick and consists of those deposits <br /> that are accumulating or would be accumulating under natural conditions. The deposits consist <br /> of unconsolidated silt, fine-to medium-grained sand, and gravel. Significant quantities of water <br /> can be extracted from the coarser-grained deposits in this unit (DWR 2006). r <br /> sl <br /> 2.2.4 Groundwater Quality <br /> i <br /> Regional groundwater quality in the vicinity of the facility was assessed through a search of ;d <br /> publicly available groundwater data. The search involved querying the California Department of <br /> Water Resources (DWR), United States Geological Survey (USGS), and Environmental <br /> Protection Agency (EPA) Storet databases, as well as conducting a file review of nearby sites <br /> under the oversight of the CRWQCB. The search parameters included the area in Townships 3 �➢ <br /> and 4 North, Range 5 East from the Mount Diablo Meridian. Figure 3 shows the results of the <br /> well search. <br /> ti <br /> The time span of the full data set of the most recent total dissolved solids (TDS) or electrical <br /> conductivity (EC) results for each well ranges over 60 years from 1949 to 2008. The full data set <br /> includes 179 data points and appears to be log-normally distributed. Subsets of the data are tl <br /> also summarized below including only data collected since 1977 (110 data points, unknown <br /> distribution) and data collected since 2000 (27 data points, unknown distribution). Summary <br /> statistics are listed in Table 1. There does not appear to be a spatial pattern to the TDS values, <br /> as shown on Figure 3. <br /> Except for the data obtained from the four sites regulated by the CRWQCB, the data . <br /> summarized in Table 1 and presented on Figure 3 represent groundwater quality in water <br /> supply wells. In general, these water supply wells are believed to be screened at depths below <br /> the first-encountered groundwater beneath the facility and the adjacent parcels to the north. The <br /> data indicate that over a 60-year period of record, TDS concentrations in regional groundwater Li <br /> exhibit significant spatial variability. The apparent variability is partially attributable to the lack of <br /> well depth data. It is hypothesized that some of the supply wells may be screened at depth <br /> intervals with higher ambient water quality (i.e., lower TDS concentrations). The variability in i j <br /> TDS concentrations in groundwater may also be attributable to other factors, including the <br /> proximity of certain wells to the Delta with its poorer quality water and the proximity of certain <br /> wells to agricultural activities and food processing operations. f <br /> 2.3 Site Characteristics <br /> i� <br /> Condor installed seven groundwater monitoring wells near the 15.5-acre LAA and at other <br /> locations within the site in 2002. Three additional groundwater monitoring wells were installed to <br /> evaluate the sanitary wastewater mound system. Kennedy/Jenks subsequently installed eleven of <br /> additional groundwater monitoring wells (GW-8 through GW-18). Figure 4 shows the locations <br /> of the existing onsite groundwater monitoring wells. Monitoring well construction details are <br /> summarized in Table 2. j <br /> c <br /> The data from installation of these wells and soil borings advanced at the site in 2008 has been <br /> used to characterize the shallow subsurface stratigraphy at the site, including first-encountered — <br /> groundwater. Groundwater is generally encountered at depths of less than 10 feet bgs, so wells 41 <br /> and borings have only been drilled to a maximum of 16.5 feet bgs. <br /> Page 4 Monitoring Well Installation Work Plan , <br /> Sutter Home Winery, Lodi, California — <br /> gtisymuV�^1^400065W5.13_vAatwme`MsepMCNm;mW"q .L oc Yf <br />
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