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ARCHIVED REPORTS XR0009324
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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EL DORADO
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3105
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2900 - Site Mitigation Program
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PR0542208
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ARCHIVED REPORTS XR0009324
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Entry Properties
Last modified
7/24/2019 4:57:05 PM
Creation date
7/24/2019 4:43:27 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009324
RECORD_ID
PR0542208
PE
2960
FACILITY_ID
FA0024243
FACILITY_NAME
CALIFORNIA TANK LINES
STREET_NUMBER
3105
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
17512028
CURRENT_STATUS
01
SITE_LOCATION
3105 S EL DORADO ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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disposition Drums of equipment decontamination nnsate and purge water were also stored at <br /> the site pending sample analysis Disposal of these wastes will be the responsibility of the <br /> owner, but Environeering, Inc will provide guidance and assistance with waste disposal <br /> arrangements <br />• 3.3 Well Construction and Development <br /> Monitoring well MW-4 was constructed in one (1) of the soil bonngs The monitoring well was <br /> cased with 2-mch diameter threaded, factory-slotted and blank Schedule 40 PVC casing pipe <br /> The perforated interval in the well (27 ft to 50 ft bgs ) consists of slotted casing with 0 020-inch <br /> wide by 1 5-inch long slots, with 42 slots per foot A threaded PVC cap was secured to the <br /> bottom of the casing, no solvents or cements were used The well casing was purchased pre- <br /> cleaned, and arrived at the site still stored in its original plastic wrapping <br /> After setting the casing inside the hollow-stem auger, #3 filter sand was poured into the annular <br /> space between the well screen/casing pipe from the bottom of the bore hole (50 ft bgs) to 2 feet <br />• above the top of the well screen (25 ft bgs ) The sand was placed slowly and the filling process <br /> was checked frequently with a weighted measuring tape to prevent bridging and creation of void <br /> spaces in the filter pack A 2-foot thick bentonite plug, constructed of bentonite chips, hydrated <br /> in place, was set above this filter material to prevent cement grout from entering the filter pack <br /> A neat cement-grout rruxture was placed into the annular space from the top of the bentonite plug <br /> within two feet of the surface A traffic-rated flush-mount well vault was installed around the <br /> wellhead, which was set with concrete <br /> After the sand pack was installed and prior to setting the bentonite seal, the well was thoroughly <br /> developed by surging for 10 minutes and purging 20 gallons to remove residual drilling material <br /> (grout cement) and native silt and clay from the filter pack Following construction, the well was <br />• then allowed to settle and equilibrate for at least 72 hours, prior to further purging and sampling <br />. All purged water was contained in DOT-approved 55-gallon drums, was properly labeled and <br /> was temporarily stored onsite, pending laboratory analysis <br /> r 3.4 Well Purging and Groundwater Sampling <br /> t The water level in the monitoring well was measured prior to surging and purging on 7 <br />• Environeering,Inc Project No 00-01108 6 <br />
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