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ARCHIVED REPORTS XR0001633
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544513
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ARCHIVED REPORTS XR0001633
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Last modified
6/14/2019 12:12:22 PM
Creation date
6/14/2019 10:49:51 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001633
RECORD_ID
PR0544513
PE
3528
FACILITY_ID
FA0024115
FACILITY_NAME
WEST CLAY PROPERTY
STREET_NUMBER
639
Direction
W
STREET_NAME
CLAY
STREET_TYPE
ST
City
STOCKTON
Zip
95209
APN
14707110
CURRENT_STATUS
02
SITE_LOCATION
639 W CLAY ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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AM dOL <br /> low KLEINFELDER <br /> • The wells will be generally screened from 30 feet to 55 feet below subgrade If an <br /> apparent aquntard 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 <br /> or high vadose zone contamination is encountered, the well screen in usually not set <br /> above the 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 will be 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 Lone Star Industries 0/30 or 2/12 Monterey sand to approximately 2 <br /> feet above the top of the perforated sections Based on soil logs or a sieve test, <br /> modifications may be made regarding the size of sand to be used Installation of the 0/30 <br /> sand may require that the sand be tremmied, using clean water In this event, a sample of <br /> the tremie water is collected, unless the source is thought to be clean <br /> • A 3- to 5-foot bentonite plug is placed above the sand pack to provide an annular seal <br /> against surface water infiltration and to reduce the potential for cement grout to infiltrate <br /> into the water <br /> • The-remaining annular space is filled to the surface with-tremmned cement bentonite <br /> grout(surface seal)to the surface <br /> • The wells will be secured in a below-ground locking stovepipe and the well heads <br /> enclosed in a water-tight cement utility box set flush to the ground surface <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 well <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 acrylic bailer to visually inspect for hydrocarbon layer <br /> or sheen If no product layer of sheen is observed on the water, the well is developed by surging, <br /> pumping, or balling Surging along the screened interval of the well is performed to draw the <br /> sediment from the formation into the filter pack and the well and to set the sand pack The <br /> sediment-laden water is purged from the well at a rate of between 0 75 to 10 gallons per minute <br /> (gpm) depending on recharge rate and casing size Development continues until the discharge <br /> runs relatively clear of fines Approximately 5 to 10 well volumes generally are removed from <br /> each monitoring well Discharge water is stored in 55-gallon drums and left on site for later <br /> discharge or disposal by the client, depending on laboratory results <br /> ETH and WC/94 f S 3 oS e <br /> Copyright 1994 Kleinfelder, Inc Pa <br />
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