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2900 - Site Mitigation Program
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PR0506460
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Last modified
5/14/2020 1:22:09 PM
Creation date
5/14/2020 12:30:33 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0506460
PE
2950
FACILITY_ID
FA0007440
FACILITY_NAME
ATHERTON KIRK/SPRECKELS
STREET_NUMBER
18800
STREET_NAME
SPRECKELS
STREET_TYPE
RD
City
MANTECA
Zip
95336
CURRENT_STATUS
01
SITE_LOCATION
18800 SPRECKELS RD
P_LOCATION
04
QC Status
Approved
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EHD - Public
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' KLEINFELDER <br /> • The wells are generally screened from 5 feet above to 15 feet below first <br /> groundwater. The screen length is reduced if an aquitard with a minimum <br /> ' thickness of 5 feet is encountered. If an apparent aquitard is encountered, <br /> the well is usually terminated 1 to 2 feet into the aquitard. Effort is made not <br /> to screen across two aquifers. If confined aquifer conditions or high vadose <br /> ' zone contamination are encountered, the well screen is usually not set above <br /> the depth of first encountered groundwater. Wells are usually not set in <br /> 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 <br /> with the appropriate clean sand to approximately 2 feet above the top of the <br /> perforated sections. Based on soil logs or a sieve test, modifications may be <br /> made regarding the size of sand to be used. Installation of the sand may <br /> require that the sand be tremmied, using clean water. <br /> ' A 3- to 5-foot bentonite plug is placed above the sand pack to provide a seal <br /> against surface water infiltration and to reduce the potential for cement grout <br /> to infiltrate into the water. <br /> The remaining annular space is filled to the surface with cement/bentonite <br /> grout. <br /> tThe wells are secured in an aboveground or underground locking stovepipe. <br /> The well heads may be enclosed in a water tight cement utility box set flush <br /> ' to the ground surface 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 <br /> increase the effective hydraulic radius of the wells. <br /> Monitoring wells are generally developed 24 to 48 hours after installation to allow the <br /> grout to set. Each well is first sampled with a clear disposable bailer to visually inspect <br /> for a hydrocarbon layer or sheen. If no product layer or sheen is observed on the <br /> water, the well is developed by surging, pumping or bailing. Surging along the <br /> screened interval of the well is performed to draw the sediment from the formation into <br /> ' the filter pack and the well, and to set the sand pack. Development continues until the <br /> discharge runs relatively clear of fines. Approximately 5 to 10 well volumes are <br /> generally removed from each monitoring well. Discharge water is stored in 55-gallon <br /> 1 drums and left on site for later discharge or disposal by the client, depending on <br /> laboratory results. The drums are labeled with the date, well number, and a contact <br /> person and phone number. <br /> ' 20-3978-03.MN7/ST08R117 February 1,2008 <br /> 0 2008 Kleinfelder Page A-4 <br />
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