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ARCHIVED REPORTS_XR0011009
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0545039
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ARCHIVED REPORTS_XR0011009
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Last modified
12/10/2019 7:32:18 PM
Creation date
12/10/2019 11:28:03 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011009
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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KLEINFELDER <br /> encountered. If an apparent aquitard is encountered, the well is usually terminated 1 to 2 <br /> feet into the aquitard. Effort is made not to screen across two aquifers. If confined <br /> aquifer conditions or high vadose zone contamination are encountered, the well screen is <br /> usually not set above the depth of first encountered groundwater. Wells are usually not <br /> r set in areas of suspected significant soil contamination. <br /> • The PVC pipe and end caps are steam cleaned prior to install4tion. <br /> • The annular space between the screen and the wall of the boring is backfilled with the <br /> appropriate clean sand to approximately 2 feet above the top of the perforated sections. <br /> Based on soil logs or a sieve test, modifications may be made regarding the size of sand <br /> to be used. Installation of the sand may require that the sand be tremmied, using clean <br /> water. <br /> • A 3- to 5-foot bentonite plug is placed above the sand pack to provide a seal against <br /> surface water infiltration and to reduce the potential for cement grout to infiltrate into the <br /> water. <br /> • The remaining annular space is filled to the surface with cement/bentonite grout. <br /> • The wells are secured in an aboveground or underground locking stovepipe. The well <br /> heads may be enclosed inn-a water tight cement utility box set flush to the ground surface <br /> when located in a traffic area. <br /> A-3.2 Monitoring Well Development <br /> The wells are developed to reduce the effects of drilling on the formation and to increase the <br /> effective hydraulic radius of the wells. <br /> Monitoring wells are generally developed 24 to 48 hours after installation to allow the grout to <br /> set. Each well is first sampled with a clear disposable bailer to visually inspect for a hydrocarbon <br /> layer or sheen. If no product layer or sheen is observed on the water, the well is developed by <br /> surging, pumping or bailing. Surging along the screened interval of the well is performed to, <br /> draw the sediment from the formation into the filter pack and the well, and to set the sand pack. <br /> Development continues until the discharge runs relatively clear of fines. Approximately 5 to 10 <br /> well volumes are generally removed from each monitoring well. Discharge water is stored in 55- <br /> gallon drums and left on site for later discharge or disposal by the client, depending on laboratory <br /> results. The drums are labeled with the date, well number, and a contact person and phone <br /> number. <br /> A-3.3 Equipment Decontamination <br /> To reduce the potential for cross-contamination between wells, developing equipment is washed <br /> in a trisodium phosphate or non-phosphate detergent solution and rinsed in distilled water or <br /> steam cleaned prior to use in the next monitoring well. <br /> 12280.MON/ST05I2173/JZ:ly Page A-4 <br /> C 2005,Kleinfelder,Inc. February 11.;2005 <br />
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