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2900 - Site Mitigation Program
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PR0523718
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Entry Properties
Last modified
2/14/2019 10:45:21 AM
Creation date
2/14/2019 10:40:20 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0523718
PE
2950
FACILITY_ID
FA0015997
FACILITY_NAME
SJ REGIONAL TRANSIT
STREET_NUMBER
0
STREET_NAME
CHANNEL
STREET_TYPE
ST
City
STOCKTON
Zip
95205
CURRENT_STATUS
01
SITE_LOCATION
0 CHANNEL ST
QC Status
Approved
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EHD - Public
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kTj KLEINFELDER <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 /> set in areas of suspected significant soil contamination. <br /> • The PVC pipe and end caps are steam cleaned prior to installation. <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 cementibentonite grout. <br /> • The wells are secured in an aboveground or underground locking stovepipe. The well <br /> heads may be enclosed in a water tight cement utility box set flush to the ground surface <br /> when located in a traffic area. <br /> B-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 <br /> hydrocarbon layer or sheen. If no product layer or sheen is observed on the water, the well is <br /> developed by surging, pumping or bailing. Surging along the screened interval of the well is <br /> performed to draw the sediment from the formation into the filter pack and the well, and to set <br /> the sand pack. Development continues until the discharge runs relatively clear of fines. <br /> Approximately 5 to 10 well volumes are generally removed from each monitoring well. <br /> Discharge water is stored in 55-gallon drums and left on site for later discharge or disposal by <br /> the client, depending on laboratory results. The drums are labeled with the date, well number, <br /> and a contact person and phone number. <br /> B-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 /> 02002PROP.ENV/STO5P174/DH:ly Page B-4 <br /> ©2005 Kleinfelder,Inc. May 16,2005 <br />
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