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JACOB BRACK
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2900 - Site Mitigation Program
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PR0528324
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Last modified
2/6/2020 10:31:15 AM
Creation date
2/6/2020 9:08:57 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
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). <br /> 2.2.4 Regional Groundwater Quality <br /> Regional groundwater quality in the vicinity of the facility was assessed through a search of <br /> publicly available groundwater data. The search involved querying the DWR, United States <br /> Geological Survey (USGS), and Environmental Protection Agency (EPA) Storet databases, as <br /> well as conducting a file review of nearby sites under the oversight of the CRWQCB. The search <br /> parameters included the area in Townships 3 and 4 North, Range 5 East from the Mount Diablo <br /> Meridian. Figure 3 shows the results of the well search. <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 <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 in Figure 3 represent groundwater quality in water supply <br /> wells. In general, these water supply wells are believed to be screened at depths below the first- <br /> encountered groundwater beneath the facility and the adjacent parcels to the north. The data <br /> indicate that over a 60-year period of record, TDS concentrations in regional groundwater <br /> exhibit significant spatial variability. The variability is partially attributable to the lack of well <br /> depth data. Some of the supply wells may be screened at depth intervals with higher ambient <br /> water quality (i.e., lower TDS concentrations). The variability in TDS concentrations in <br /> groundwater may also be attributable to other factors, including the proximity of certain wells to <br /> the Delta with its poorer quality water and the proximity of certain wells to agricultural activities <br /> and food processing operations. <br /> 2.2.5 Facility Geology <br /> Condor installed seven groundwater monitoring wells (GW-1 through GW-7) near the 15.5-acre <br /> LAA and at other locations within the facility in 2002. Three additional groundwater monitoring <br /> wells (DWS-1 through DWS-3) were installed to evaluate the onsite sanitary wastewater mound <br /> system. Kennedy/Jenks installed seven groundwater monitoring wells (GW-8 through GW-14) <br /> between 16 and 17 July 2009. The shallow subsurface stratigraphy at the facility has been <br /> recorded on well construction logs from the seven monitoring wells installed in 2002, the ten soil <br /> borings advanced in 2008 in the northern portion of the facility, and the seven monitoring wells <br /> installed in 2009. <br /> Figure 4 shows the locations of the existing groundwater monitoring wells and recent soil <br /> borings. Monitoring well construction details are summarized in Table 2. <br /> Hydrogeologic Investigation and Groundwater Sampling and Analysis Work Plan, Page 5 <br /> Sutter Home Lodi Winery, Lodi, California <br /> g.0s.gmuplAminyOb108`D885005.06 ,ftrh�Olepwtsl "s %Ibhydo 11,0k pIaMtmt8 <br />
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