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COMPLIANCE INFO_PRE 2019
EnvironmentalHealth
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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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installed in the groundwater quality monitoring well from a depth of 5 feet above to 5 feet <br /> below the existing potentiometric surface. All screen/casing strings will be threaded together. <br /> The use of solvent glues will not be used to assemble the screen/casing strings. Filter pack <br /> material will be clean, rounded, water-worn material, and will be installed in the annular <br /> space adjacent to thl,well screen, to a distance of 2 feet above the top of the well screen <br /> section. Within the annular space above the filter pack material, a minimum 2-foot thick <br /> hydrated bentonite pellet seal will be placed. The remaining portion of the annular space will <br /> be sealed with a neat cement slurry to ground surface. To protect the monitoring well from <br /> accidental damage or tampering, a traffic-rated Christy Box with an internal locking cover will <br /> be placed over the top of the monitoring well. The top of casing elevation for the monitoring <br /> well will be determined using standard surveying methods. <br /> GROUNDWATER QUALITY MONITORING WELL DEVELOPMENT <br /> Following construction and installation, the groundwater quality monitoring well will be <br /> developed to improve the hydraulic conductivity between the filter pack and aquifer material. <br /> Well development will consist of mechanically surging the groundwater quality monitoring <br /> well with a vented surge block and bailing to remove material entering the groundwater <br /> quality monitoring well through the well screen as development operations proceed. <br /> Development operations will continue until groundwater bailed from the groundwater quality <br /> monitoring well is clear. <br /> iem oi�m.�x> Page 4 <br />
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