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2900 - Site Mitigation Program
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PR0009289
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Last modified
5/13/2020 2:24:08 PM
Creation date
5/13/2020 1:50:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0009289
PE
2960
FACILITY_ID
FA0004043
FACILITY_NAME
SPRECKLES BUSINESS PARK
STREET_NUMBER
18800
Direction
S
STREET_NAME
SPRECKELS
STREET_TYPE
RD
City
MANTECA
Zip
95336
CURRENT_STATUS
02
SITE_LOCATION
18800 S SPRECKELS RD
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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k`■ KLEI N F E L D ER <br /> A-3 GROUNDWATER WELL INSTALLATION <br /> A-3.1 Monitoring Well Construction <br /> Construction details for shallow groundwater monitoring wells are as follows: <br /> • The well casings are 2- or 4-inch inside diameter, flush threaded joint, schedule 40 PVC pipe. <br /> • The wells are constructed in 8- or 10-inch diameter borings. <br /> • Well screen sections are perforated with 0.010- or 0.020-inch factory-cut slots. <br /> • The wells are generally screened from 5 feet above to 15 feet below first groundwater. The <br /> screen length is reduced if an aquitard with a minimum thickness of 5 feet is encountered. If <br /> an apparent aquitard is encountered, the well is usually terminated 1 to 2 feet into the <br /> aquitard. Effort is made not to screen across two aquifers. If confined aquifer conditions or <br /> high vadose zone contamination are encountered, the well screen is usually not set above the <br /> depth of first encountered groundwater. Wells are usually not set in areas of suspected <br /> 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 to be <br /> used. Installation of the sand may 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 against surface <br /> water infiltration and to reduce the potential for cement grout to infiltrate into the water. <br /> • The remaining annular space is filled to the surface with bentonite/cement grout. <br /> • The wells are secured in an aboveground or underground locking stovepipe. The 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 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 /> 20-YPO-273/2000P331/2000W034 Page A-4 <br /> Copyright 2000,Kleinfelder,Inc. September 4,2000 <br />
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