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ARCHIVED REPORTS_2008_15
Environmental Health - Public
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ARCHIVED REPORTS_2008_15
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Last modified
7/17/2020 3:53:27 PM
Creation date
7/3/2020 10:53:28 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2008_15
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2008_15.tif
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EHD - Public
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' Mr. Robert McClellan <br /> December 8, 2008 <br /> Page 8 <br /> ' Alert(USA)will be notified as required by law a minimum of 48 hours prior to any drilling <br /> activities. <br /> ' Drilling <br /> A split spoon soil core sample will be taken at five foot interval for soil logging. Subsurface <br /> geology will be logged during drilling by a qualified professional using the United Soil <br /> Classification System(USCS). The total depth of the new probe is expected to be approximately <br /> 26 feet, as indicated in Table 2. The actual probe depth will be determined in the field depending <br /> on encountered subsurface geology. Drill cuttings will be used as backfill material or spread on <br /> the ground around the immediate location. <br /> Construction Details <br /> ' Proposed construction details are shown in Figure 4. The probe casing will consist of 1/2-inch <br /> diameter or greater flush-thread schedule 80 PVC. The probe screen will consist of/i-inch <br /> diameter or greater flush-thread schedule 80 PVC 0.010-inch well screen. The bottom of the <br /> screen will be capped with a secured end cap. No glue will be used during any part the <br /> construction of the probe. After the probe is in place the borehole will be backfilled with a filter <br /> pack consisting of pea gravel to approximately 6 inches to 1 foot above the screen. A five-foot <br /> thick(minimum) layer of hydrated bentonite will be installed on top of the pea gravel to isolate <br /> the screened interval from any surface intrusion. The remainder of the borehole will be <br /> backfilled with native soil cuttings, and five-foot hydrated bentonite seal at the surface. <br /> ' The surface of the probe will be protected by installing a locking metal monument box encased <br /> in an approximately 2-ft x 2-ft concrete apron. The surface completion will include a '/4-inch <br /> brass labcock valve for sampling. FL will provide a lock,keyed the same as the locks securing <br /> existing monument boxes. <br /> Subsurface geologic conditions encountered in the field and all probe construction details will be <br /> summarized in boring logs and included as part of the installation report. <br /> ' Health and Safety Considerations <br /> Work on or near landfill sites warrants special precautions to mitigate potential combustible gas <br /> hazards,worker exposure to the trace constituents of LFG, or exposure to physical hazards that <br /> may be encountered. <br />
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