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2900 - Site Mitigation Program
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PR0009005
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Last modified
5/11/2020 11:50:28 AM
Creation date
5/11/2020 11:16:49 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0009005
PE
2953
FACILITY_ID
FA0004053
FACILITY_NAME
LUSTRE-CAL NAME PLATE CO
STREET_NUMBER
110
Direction
E
STREET_NAME
TURNER
STREET_TYPE
RD
City
LODI
Zip
95240
APN
04124048
CURRENT_STATUS
01
SITE_LOCATION
110 E TURNER RD
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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Water level data from City of Lodi water supply wells and monitoring wells indicate that <br /> groundwater occurs at a depth of about 45 feet below the LNC property and ranges from about 45 <br /> to 55 feet bgs south of the LNC site. Historically, groundwater flow in the first water bearing <br /> zone has been identified to be primarily to the south, although the local gradient may vary from <br /> south-southeast to south-southwest over time (SJCFCWCD, 2004). <br /> Groundwater levels within the first water bearing zone tend to drop rapidly with distance south of <br /> and away from the Mokelumne River. These groundwater levels have a flattening of gradient <br /> further south in the center portion of the city of Lodi. There are insufficient data to evaluate <br /> naturally occurring vertical gradients beneath the LNC site. However, local groundwater flow <br /> directions may be significantly affected by pumping centers and high capacity wells (i.e., the <br /> City of Lodi's municipal water supply wells) on a seasonal basis. <br /> 5.2 Source Area Evaluation <br /> This workplan and technical scope of work has been based on addressing only VOCs on the LNC <br /> site and immediate surrounding property owned by Ackel. The identified area is depicted by the <br /> yellow dashed line as shown on Figure 11. No other area or areas have been contemplated to be <br /> evaluated, investigated or remediated. <br /> 5.3 Volatile Organic Compound Migration <br /> Volatile organic compounds (VOCs) dissolved in groundwater will generally migrate away from <br /> a source area primarily by advection with some migration by mechanical dispersion and chemical <br /> diffusion(Geomatrix, 2003). VOCs dissolved in groundwater typically migrate at a rate slower <br /> than groundwater. The amount of this decrease in migration rate or retardation(R) is a function <br /> of the organic carbon content (fo,,) of the sediments, the organic/carbon partitioning coefficient <br /> M ain\D:AEnvironmentaI\LN CV\10152007.wpd 31 <br />
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