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COMPLIANCE INFO_PRE 2019
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2300 - Underground Storage Tank Program
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PR0231063
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COMPLIANCE INFO_PRE 2019
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Entry Properties
Last modified
4/1/2020 11:52:24 AM
Creation date
11/8/2018 10:24:50 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
PRE 2019
RECORD_ID
PR0231063
PE
2381
FACILITY_ID
FA0002715
FACILITY_NAME
NEWARK RECYCLED FIBERS
STREET_NUMBER
800
Direction
W
STREET_NAME
CHURCH
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14523004
CURRENT_STATUS
02
SITE_LOCATION
800 W CHURCH ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Supplemental fields
FilePath
\MIGRATIONS3\C\CHURCH\800\PR0231063\COMPLIANCE INFO PRE 2016.PDF
QuestysFileName
COMPLIANCE INFO PRE 2016
QuestysRecordDate
9/2/2015 9:31:08 PM
QuestysRecordID
135920
QuestysRecordType
12
QuestysStateID
1
Tags
EHD - Public
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sealed, capped, labeled, placed in an ice chest at 4'C and kept refrigerated until the degree of <br /> saturation is determined. <br /> Following the completion of drilling and sampling operations, each borehole will be <br /> completely filled to existing grade with a 5% bentonite/cement grout slurry using pressure <br /> grouting equipment aYd techniques. <br /> GROUNDWATER QUALITY MONITORING WELL COMPLETION <br /> When the desired borehole depth is reached, blank casing, screen, filter pack, and bentonite <br /> seal will be installed in the hollow-stem auger string. After installation of construction <br /> materials, the hollow-stem auger string will be removed, leaving the completed groundwater <br /> quality monitoring well installation in the borehole. A bentonite/cement grout slurry will <br /> then be tremied into place to ground surface. <br /> All monitoring well screen/casing strings will be thoroughly steam cleaned prior to insertion <br /> in the borehole. All construction materials (filter pack, bentonite and cement) will be <br /> stockpiled away from drilling and sampling activities on polyethylene sheeting and covered to <br /> prevent contamination. The groundwater quality monitoring well will be completed utilizing <br /> rigid NSF-approved PVC casing and screen. <br /> Materials to be used for constructing the groundwater quality monitoring well will include <br /> 2-inch diameter interior/exterior flush threaded NSF-approved rigid PVC Schedule 40 well <br /> casing and well screen. Well screen perforations will be precision machine slotted. Screen <br /> slot sizes will be 0.020 inch to maximize development of the monitoring well, expedite purging <br /> of the monitoring well prior to sampling, and lower groundwater entrance velocities thereby <br /> minimizing volatilization and not biasing the representativeness of groundwater quality <br /> samples collected from the groundwater quality monitoring well. A 1-foot well screen will be <br /> ngb"l(m*2-2) Page 3 <br />
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