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ARCHIVED REPORTS XR0000994
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544235
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ARCHIVED REPORTS XR0000994
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Last modified
3/6/2019 6:35:11 PM
Creation date
3/6/2019 3:21:36 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000994
RECORD_ID
PR0544235
PE
3529
FACILITY_ID
FA0004672
FACILITY_NAME
INDEPENDENT TRUCKING
STREET_NUMBER
1145
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16323012
CURRENT_STATUS
02
SITE_LOCATION
1145 W CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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h� KLEINFELDER <br /> I <br /> A-4 2 MONITORING WELL DEVELOPMENT AND SURVEY <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 <br /> layer or sheen If no product layer or sheen is observed on the water, the well is developed by <br /> t surging, pumping or bailing Surging along the screened interval of the well is performed to <br /> draw the sediment from the formation into the filter pack and the well, and to set the sand pack <br /> The sediment laden water is purged from the well at a rate of between 0 75 to 10 gallons per <br /> minute (gpm) depending on recharge rate and casing size Development continues until the <br /> discharge runs relatively clear of fines Approximately 5 to 10 well volumes generally are <br /> removed from each monitoring well Discharge water is stored in 55-gallon drums and left on <br /> site for later discharge or disposal by the client, depending on laboratory results <br /> The locations of soil borings and monitoring wells, and the elevation of the top of the PVC <br /> casings is usually surveyed and tied into permanent markers, if readily available Survey <br /> accuracy is 0 1 foot for the "x" and "y" coordinates and 01 foot for the "z" coordinate The <br /> depth to static groundwater is measured from a set location at the top of the PVC casing The <br /> depth of water is then subtracted from the elevation of the top of the well casing to provide a <br /> groundwater elevation for each monitoring well location <br /> A-4 3 EQUIPMENT DECONTAMINATION <br /> To reduce the potential for cross-contamination between wells, developing equipment is washed <br /> in a trisodium phosphate solution and rinsed in distilled water or steam cleaned prior to use in the <br /> next monitoring well <br /> A-5 GROUNDWATER MONITORING <br /> 23-482276-B00/CR96S276 A -6 October 17, 1996 <br /> Copyright 1996 Klemtelder Inc <br />
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