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2900 - Site Mitigation Program
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PR0526222
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Last modified
7/7/2020 9:10:55 AM
Creation date
7/7/2020 9:06:07 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0526222
PE
2965
FACILITY_ID
FA0017743
FACILITY_NAME
LODI VINTNERS INC
STREET_NUMBER
3750
Direction
E
STREET_NAME
WOODBRIDGE
STREET_TYPE
RD
City
ACAMPO
Zip
95220
APN
01322007
CURRENT_STATUS
01
SITE_LOCATION
3750 E WOODBRIDGE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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kNJ F I IN F E L D E R <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 casing are 2- or 4-inch inside diameter, flush threaded joint, schedule <br /> 40 PVC pipe. <br /> • The wells are constructed in 6- or 8-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 <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, the <br /> well is usually terminated 1 to 2 feet into the aquitard. Effort is made not to <br /> screen across two aquifers. If confined aquifer conditions or high vadose zone <br /> 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 <br /> 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 require <br /> 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 to <br /> infiltrate into the 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. <br /> The wellheads may be enclosed in a watertight cement utility box set flush to the <br /> 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 /> 67451,WP1 IST06R295'FB:Iv Page A-4 <br /> March 31,2006 <br /> u 2006 Kleinfelder.Inc. <br />
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