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2900 - Site Mitigation Program
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PR0522619
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Last modified
8/17/2019 4:28:15 AM
Creation date
8/16/2019 11:56:00 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0522619
PE
2950
FACILITY_ID
FA0015410
FACILITY_NAME
CHARLIE SPATAFORE PROPERTY
STREET_NUMBER
23577
STREET_NAME
MOUNTAIN HOUSE
STREET_TYPE
PKWY
City
TRACY
Zip
953049600
APN
20908026
CURRENT_STATUS
01
SITE_LOCATION
23577 MOUNTAIN HOUSE PKWY
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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• • k4 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 /> 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 /> �l • A 3- to 5-foot bentonite plug is placed above the sand pack to provide a seal against <br /> �1 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 heads <br /> 1 may be enclosed in a water tight cement utility box set flush to the ground surface when <br /> located in a traffic area. <br /> B-3.2 Monitorine Well Development <br /> �k The wells are developed to reduce the effects of drilling on the formation and to increase the <br /> W 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 /> ��l 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 /> 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 /> 44843.T03/STO4R1025 Page B-4 <br /> Copyright 2004,Kleinfelder,Inc. August 6,2004 <br />
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