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ARCHIVED REPORTS_XR0012269
EnvironmentalHealth
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WILSON
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2900 - Site Mitigation Program
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PR0541653
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ARCHIVED REPORTS_XR0012269
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Last modified
10/10/2020 11:21:50 PM
Creation date
7/9/2020 9:02:40 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012269
RECORD_ID
PR0541653
PE
2965
FACILITY_ID
FA0023871
FACILITY_NAME
TOP FILLING STATION
STREET_NUMBER
101
Direction
S
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15125307
CURRENT_STATUS
01
SITE_LOCATION
101 S WILSON WAY
P_LOCATION
01
QC Status
Approved
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EHD - Public
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KLEINFELDER <br /> A-3 2 Monitoring Well Development <br /> • The wells are developed to reduce the effects of dulling 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 <br /> to set Each well is first sampled with a clear acrylic bailer to visually inspect for <br /> hydrocarbon layer or sheen if no product layer of sheen is observed on the water, the well <br />' is developed by surging, pumping, or bailing Surging along the screened interval of the <br /> well is performed to draw the sediment from the formation into the filter pack and the well <br /> and to set the sand pack The sediment-laden water is purged from the well at a rate of <br />' between 0 75 to 10 gallons per minute (gpm) depending on recharge rate and casing size <br /> Development continues until the discharge runs relatively clear of fines Approximately 5 <br />' to 10 well volumes generally are removed from each monitoring well Discharge water is <br /> stored in 55-gallon drums and left on site for later discharge or disposal by the client, <br /> depending on laboratory results <br /> A-3.3 Equipment Decontamination <br />' To reduce the potential for crass-contamination between wells, developing equipment is <br /> washed in a trisodium phosphate or lab grade detergent solution and rinsed in distilled water <br /> Mor steam cleaned prior to use in the next monitoring well <br />' A-3.4 Well Survey <br />' The locations of soil borings and monitoring wells and the elevation of the top of the PVC <br /> casings will be surveyed and tied into permanent markers, if readily available Survey <br /> accuracy is 0 1 foot for the "x" and "y" coordinates and 0 01 foot for the "z" coordinate <br />' The depth to static groundwater is measured from a set location at the top of the PVC <br /> casing The depth of water is then subtracted from the elevation of the top of the well <br /> casing to provide a groundwater elevation for each monitoring well location <br /> A-4 GROUNDWATER <br /> A-4.1 Water Level Measurements <br />' Water level measurements are made in the wells prior to purging and sampling the wells <br /> Measurement protocol is as follows <br /> 1 The wells are opened and allowed to equilibrate with the atmosphere <br /> GH and 7EI94 Page ry of v <br />' Copyright 1994 Klernfelder, Inc <br />
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