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ARCHIVED REPORTS_XR0012694
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545039
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ARCHIVED REPORTS_XR0012694
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Last modified
12/10/2019 1:59:45 PM
Creation date
12/10/2019 10:44:08 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012694
RECORD_ID
PR0545039
PE
3528
FACILITY_ID
FA0010186
FACILITY_NAME
DEL MONTE FOODS PLNT #33 - DISCO WH
STREET_NUMBER
110
Direction
N
STREET_NAME
FILBERT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
15702009
CURRENT_STATUS
02
SITE_LOCATION
110 N FILBERT ST
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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l� <br /> f : <br /> w <br /> • The monitoring well will be screened across the water table. The screen <br /> length will extend approximately 5 feet above and 15 feet below the <br /> water table. <br /> • Schedule 40 PVC casing and the well screen will be installed through the <br /> hollow stem augers. A threaded PVC bottom cap will be placed below <br /> the screen. <br /> • Filter pack will be installed through the annular space between the well <br /> casing and the augers as the augers are removed. The filter pack depth <br /> will be sounded continuously to ensure a solid pack with no bridging. <br /> The filter pack will extend approximately 2 feet above the top of the <br /> screen. <br /> • At least 1 foot of bentonite pellets will be placed into the borehole to <br /> form a seal above the sand pack. <br /> — Cement-bentonite grout containing approximately 5 percent bentonite <br /> will be installed from the top of the bentonite/sand seal to the ground <br /> surface. The grout will be pumped through a tremmie pipe from the <br /> bottom of the remaining annulus to the surface. The grout will be a]- <br /> ]owed to set for at least 12 hours before well development. <br /> `" • Wells will be developed by surging, pr,mping, and/or bailing until the <br /> pumped water is clear and free of sand and the pH, conductivity, and <br /> temperature are stabilized. Conductivity will be considered stabilized <br /> ` when two consecutive readings are within 10 percent and pH within <br /> r , 0.02 units. The well depths will be measured before development com- <br /> pletion. Accumulated fine-sized materials will be removed from the well. . j <br /> ( � Water level and flow rate measurements will be obtained while purging <br /> the wells. <br /> i <br /> • Wells will be completed at grade. A Christie box will be installed with a <br /> 2-to 3-foot-diameter cement pad, mounded to direct surface water runoff <br /> away from the monitoring well. <br /> • The top elevation of the well casing will be surveyed to the nearest <br /> 0.01 foot. <br /> • Development water, decontamination rinse water, and cuttings will be <br /> collected for disposal. <br /> Figure 4-1 shows the typical construction details of a monitoring well. <br /> sF031 Q4%WP\M.51 4-5 <br />
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