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ARCHIVED REPORTS XR0011654
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2900 - Site Mitigation Program
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PR0521409
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ARCHIVED REPORTS XR0011654
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Last modified
6/20/2019 1:32:23 PM
Creation date
6/20/2019 11:47:19 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011654
RECORD_ID
PR0521409
PE
2950
FACILITY_ID
FA0014531
FACILITY_NAME
PLYMOUTH ROAD STORM DRAIN PROJECT
STREET_NUMBER
0
STREET_NAME
COUNTRY CLUB
STREET_TYPE
BLVD
City
STOCKTON
Zip
95204
CURRENT_STATUS
01
SITE_LOCATION
0 COUNTRY CLUB BLVD
QC Status
Approved
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EHD - Public
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i <br /> kn KLEINFELDER <br /> ' The wells are generally screened from 5 feet above to 15 feet below first groundwater <br /> • The screen length is reduced If an aquitard with a nummum thickness of 5 feet Is <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 bonng 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 under locking stovepipe T <br /> • gr ground o g sto p pe he well heads <br /> ' may be enclosed In a water tight cement utility box set flush to the ground surface when <br /> located In a traffic area <br /> A-3 2 MonitormtZ Well Development <br /> 1 The wells are developed to reduce the effects of dnlIing 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 /> 28699 EO l /STO3R627 Page A-5 <br /> C,,pynght 2003,Klemfelder,Inc April 22,2003 <br />
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