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COMPLIANCE INFO
Environmental Health - Public
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EHD Program Facility Records by Street Name
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2025
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2900 - Site Mitigation Program
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PR0507203
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COMPLIANCE INFO
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Last modified
3/2/2020 8:49:04 PM
Creation date
3/2/2020 2:04:03 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0507203
PE
2950
FACILITY_ID
FA0007734
FACILITY_NAME
LAKESPUR ESTATES (PROPOSED)
STREET_NUMBER
2025
Direction
S
STREET_NAME
MACARTHUR
STREET_TYPE
DR
City
TRACY
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
2025 S MACARTHUR DR
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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i <br /> k`■ KLEINFELDER <br /> A-3.2 Monitoring Well Development <br /> I 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 bailing. 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 /> A-3.3 Equipment Decontamination <br /> To reduce the potential for cross-contamination between wells, developing equipment is washed <br /> in a trisodium phosphate or lab grade detergent solution and rinsed in distilled water or steam <br /> 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 casings <br /> will be surveyed and tied into permanent markers, if readily available. Survey accuracy is 0.1 foot <br /> for the "x" and "y" coordinates and 0.01 foot for the "z" coordinate. The depth to static <br /> groundwater is measured from a set location at the top of the PVC casing. The depth of water is <br /> then subtracted from the elevation of the top of the well casing to provide a groundwater elevation <br /> for each monitoring well location. <br /> A4 GROUNDWATER MONITORING <br /> A4.1 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 /> 2. The water level probe is decontaminated in a trisodium phosphate wash, followed by a <br /> distilled water rinse, prior to use in each well. <br /> 20-2245-32.E01/2017R720 Page A-4 <br /> © 1997, Kleinfelder,Inc. November 18, 1997 <br />
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