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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 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 /> point is at elevation 14.48 but does not provide the datum. Subsequent Condor monitoring <br /> reports state that groundwater elevations are referenced to a 'relative datum", probably <br /> meaning Condor Control Point No. 1. <br /> The groundwater gradient magnitude based on the elevations referenced to the relative datum <br /> is typically around 0.0005 feet per foot. The small gradient magnitude is a function of the <br /> proximity to the Delta and the flat local topography. <br /> 2.2.7.2 Facility Groundwater Quality <br /> Condor has monitored the groundwater quality at the facility on behalf of Sutter Home <br /> since 2002. The analytical results from the reconnaissance groundwater samples collected from <br /> the two northern parcels in September 2008 are summarized in Table 4. <br /> The TDS and nitrate data from the onsite monitoring wells and the reconnaissance groundwater <br /> samples collected from the two northern parcels indicates some variability which is difficult to <br /> attribute to specific activities. For example, although TDS concentrations in groundwater wells at <br /> the western, downgradient edge of the facility (wells GW-5 and GW-6) are typically higher than <br /> those in wells installed along the southern perimeter of the facility (wells GW-1, GW-3 <br /> and GW-4), the TDS concentrations in wells GW-5 and GW-6 are similar to those observed in <br /> the reconnaissance groundwater samples. These TDS concentrations are also consistent with <br /> those measured in wells throughout the region. <br /> 2.3 Water Supply <br /> Source water for the facility is supplied by a groundwater supply well located at the eastern side <br /> of the facility (see Figure 2). The supply well provides water for both domestic and process <br /> uses. A well log for the supply well was not available but the well was reportedly drilled to <br /> 225 feet bgs, installed with 16-inch diameter casing and 30 feet of screen at the bottom of the <br /> well. <br /> Data collected from the supply well are summarized in Table 5. Water quality samples have <br /> been collected at both the wellhead and at various locations within the distribution system. <br /> Based on the data collected, the average TDS of the supply water is approximately <br /> 230 milligrams per liter (mg/1). Nitrate as nitrogen values are typically less than 1 mg/l. <br /> 2.4 Surrounding Land Uses <br /> Neighboring properties were reviewed by conducting a survey of aerial photographs and <br /> conducting a drive-by visual inspection during site visits to the facility. Local land use consists of <br /> vineyards, agricultural operations, and confined animal facilities. <br /> Topography of the surrounding area is generally level. Irrigation ditches along the southern <br /> edge of the facility transport Woodbridge Irrigation District water to local farmers. The onsite <br /> irrigation ditches are not connected to nearby surface water. Regional surface drainage is to the <br /> Mokelumne River and the facility is located within the Lower Mokelumne Hydrologic Area <br /> (No. 531.20). The beneficial uses of the Mokelumne River include agricultural irrigation and <br /> stock watering, contact recreation, canoeing and rafting recreation, other non-contact <br /> Monitoring Well Installation Work Plan Page 7 <br /> Sutter Home Winery, Lodi, California <br /> g:gs-groupteE njobWB096500604_subftmel09 repels installw NnYextAc <br />
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