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ARCHIVED REPORTS_1988
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4400 - Solid Waste Program
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PR0504218
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ARCHIVED REPORTS_1988
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Last modified
5/27/2025 11:54:22 AM
Creation date
12/15/2020 2:22:05 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1988
RECORD_ID
PR0504218
PE
4430 - SOLID WASTE CIA SITE
FACILITY_ID
FA0006126
FACILITY_NAME
CITY OF LODI LANDFILL
STREET_NUMBER
0
Direction
N
STREET_NAME
AWANI
STREET_TYPE
DR
City
LODI
Zip
95240
APN
04125038
CURRENT_STATUS
Active, billable
SITE_LOCATION
N AWANI DR
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\cfield
Supplemental fields
Site Address
N AWANI DR LODI 95240
Tags
EHD - Public
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KLEINFELDER <br /> conditions at the landfill (exposure to municipal leachate), soluble lead concentrations <br /> could be in the range of 0.046-0.099 mg/1. At these soluble levels, the fill would not be <br /> classified as "designated waste." Lead is not in the vadose zone because it is not migrating <br /> from the fill. <br /> No other metals were detected at concentrations exceeding the TTLC, which defines <br /> hazardous waste under Title 22 of the California Administrative Code. The inorganic <br /> analysis results are summarized in Table 2, The original laboratory report is included in <br /> Appendix B. <br /> 4.2 GROUND WATER <br /> 4.2.1 LOCATION OF GROUND WATER <br /> The g <br /> depth to round water was measured with an electric water level indicator. On <br /> P <br /> September 28, 1988, the uppermost zone of ground water was 22.11 feet below the top of <br /> casing in MW-1. This corresponds to a depth of approximately 19.5 feet below ground <br /> surface, or an elevation of about 30 feet above mean sea level, based on regional <br /> topography of the site. The elevation of the well was not surveyed due to the limited <br /> usefulness of elevation information for one location. <br /> The estimated ground water elevation is consistent with Spring, 1987 regional water <br /> elevation data published by The San Joaquin County Flood Control and Water <br /> Conservation District, which indicates that ground water in the vicinity of the site is 25 to <br /> 30 feet above sea level and is generally flowing away from the Mokelumne River. <br /> 4.2.2 ANALYTICAL RESULTS <br /> One ground water sample was collected from W-1 and was submitted to Chemwest <br /> rAnalytical Laboratory for analysis. Sampling procedures and the requested chemical <br /> analysis are discussed in Section 3.2. <br /> The laboratory report for the ground water sample is included in Appendix C. No <br /> halogenated or aromatic volatile organics, analyzed by EPA Methods 601 and 602, and no <br /> total petroleum hydrocarbons, analyzed by EPA Method 418.1, were detected at <br /> concentrations above the reporting limits. <br /> 137-88-1663 15 <br />
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