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2900 - Site Mitigation Program
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PR0506460
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Last modified
5/14/2020 1:19:31 PM
Creation date
5/14/2020 12:33:09 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0506460
PE
2950
FACILITY_ID
FA0007440
FACILITY_NAME
ATHERTON KIRK/SPRECKELS
STREET_NUMBER
18800
STREET_NAME
SPRECKELS
STREET_TYPE
RD
City
MANTECA
Zip
95336
CURRENT_STATUS
01
SITE_LOCATION
18800 SPRECKELS RD
P_LOCATION
04
QC Status
Approved
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File No. 20-3978-01.W23 KLEINFELDER <br /> February 6, 1997 <br /> B-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 wells. <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 disposable bailer to visually inspect for a <br /> hydrocarbon layer or sheen. If no product layer or sheen is observed on the water, the well is <br /> developed by surging, pumping or bailing. Surging along the screened interval of the well is <br /> performed to draw the sediment from the formation into the filter pack and the well, and to set <br /> the sand pack. Development continues until the discharge runs relatively clear of fines. <br /> Approximately 5 to 10 well volumes are generally removed from each monitoring well. <br /> Discharge water is stored in 55-gallon drums and left on site for later discharge or disposal by <br /> the client, depending on laboratory results. The drums are labeled with the date, well number, <br /> and a contact person and phone number. <br /> B-3.3 Equipment Decontamination <br /> To reduce the potential for cross-contamination between wells, developing equipment is <br /> washed in a trisodium phosphate or non-phosphate detergent solution and rinsed in distilled <br /> water or steam cleaned prior to use in the next monitoring well. <br /> B-3.4 Well Survey <br /> The locations of soil borings and monitoring wells, and the elevation of the top of the PVC <br /> casings are 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 <br /> (usually the north rim). The depth of water is then subtracted from the elevation of the top of <br /> the well casing to provide a groundwater elevation for each monitoring well location. <br /> B-4 GROUNDWATER MONITORING <br /> B-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 water level probe is decontaminated in a trisodium phosphate or non-phosphate <br /> detergent wash, followed by a distilled water rinse, prior to use in each well. <br /> 2. Water level measurements are made using a conductivity-based water-level meter. <br /> Depth-to-water is generally measured from a surveyed mark on the north rim of the <br /> PVC well casing. <br /> 20-3978-0I.W231207PF.047 - Page 8-5 B/997, Kleinfelder, Inc. <br />
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