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ARCHIVED REPORTS_1988
EnvironmentalHealth
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4400 - Solid Waste Program
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PR0504218
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ARCHIVED REPORTS_1988
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Entry Properties
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 /> Drillin <br /> One well was installed in soil boring M -1 (described in Section 3.1, location shown on <br /> Plate 2) on September 21, 1988. The boring was first advanced to a total depth of <br /> approximately 29.5 feet. Ground water was encountered at approximately 20 feet below <br /> ground surface. <br /> Well Installation <br /> The well was installed as follows: <br /> 1. Well construction materials (casing, end caps, etc.) were steam cleaned <br /> onsite prior to installation to reduce the potential for introducing <br /> contamination into the well. <br /> 2. Fifteen feet of 2-inch-diameter well screen was set in the bottom of the <br /> boring through the center of the auger. The screen is 2-inch-diameter <br /> Schedule 40 PVC perforated with 0.01-inch machine slots. The screen slot <br /> size was chosen at the time of drilling based on field observations and boring <br /> logs. Most of the screened formation was a silt or sandy silt, indicating that <br /> .01-inch slots would be appropriate. <br /> 3. The bottom of the well screen was capped with a 2-inch-diameter PVC end <br /> cap. <br /> 4. Fifteen feet of 2-inch diameter Schedule 40 PVC well casing was set from the <br /> top of the screen to 2 feet above ground surface. Sections were joined by <br /> flush-mounted threads. No solvents or glues were used to seal joints. <br /> 5. The annular space between the screen and the wall of the boring was <br /> backfilled with clean Lone Star Industries 0/30 sand to approximately 2 feet <br /> above the top of the perforated sections. The filter pack was chosen based <br /> on the screen slot size chosen. <br /> 6. A 4-foot bentonite plug was placed above the-sand pack using bentonite <br /> pellets to provide a seal against surface water infiltration. <br /> 137-88-1663 <br />
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