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Environmental Health - Public
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3500 - Local Oversight Program
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PR0545673
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Last modified
5/19/2020 4:07:58 PM
Creation date
5/19/2020 4:02:11 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0545673
PE
3528
FACILITY_ID
FA0009845
FACILITY_NAME
ALL 4 ONE AUTO CARE
STREET_NUMBER
2100
STREET_NAME
SANGUINETTI
STREET_TYPE
LN
City
STOCKTON
Zip
95205
APN
11908015
CURRENT_STATUS
02
SITE_LOCATION
2100 SANGUINETTI LN
QC Status
Approved
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EHD - Public
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KLEiNFELDER <br /> Monitoring wells are generall developed 24 to 48 Hour <br /> b � y 1 s after installation to allow the grout to <br /> set. Each well is first sampled with a clear disposable bailer to visually inspect for a hydrocarbon <br /> ' layer or sheen. If no product layer or sheen is observed on the water, the well is developed by <br /> surging, pumping or bailing Surging along t}�e screened interval of the well isperformed to <br /> draw the sediment from the formatioo into the filter pack and the well, and to set the sand pack. <br /> Development Continues until the discharge runs relatively clear of fines. Approximately 5 to 10 <br /> well volumes are generally removed from each monitoring well. Discharge water is stored in 55- <br /> gallon drums and left on site for later discharge or disposal by the client, depending= on laboratory <br /> results. The drums are labeled with the date, well number, and a contact person and phone <br /> number. <br /> B-3.3 Egtiit)inent[)ccotitaniiriatinn <br /> To reduce the potential for cross-contanrirnation between wells, developing equipment is washed <br /> in a trisodium phosphate or non-pliospllate detergent solution and rinsed in distilled water or <br /> steam cleaned prior to use in the next monitoring well. <br /> B-3.4 Well Survev <br /> The locations of soil borings and monitoring wells, and the elevation of the top of the PVC <br /> casings are tisually 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 (usually <br /> the north rim). The depth of water is then subtracted from the elevation of the top of the well <br /> casing to provide a growidwater elevation for each monitoring well location. <br /> B-4 GROUNDWATER MONUOR[NG <br /> 1i-4.1 Water Level Measurements <br /> I <br /> . Water level measurements are liiade in the wells prior to purging and sampling the wells. � <br /> Measurement protocol is as follows: <br /> 1. Prior to obtaining water level measurements, the monitoring wells would be opened and <br /> allowed to equilibrate for a period of approximately `/2 hour. <br /> ` 2. The water leve} probe is decoiitaminated in a trisodium phosphate or non-phosphate <br /> detergent wash, followed by a distilled water.rinse, prior to use in each well. <br /> 3. 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 PVC <br /> well casing. <br /> The water level measurements are conve'rted to elevations using the surveyed casing elevations. <br /> 20-2864-02.E03/201980 32 Page B-5 <br /> Copyright 1999. 1Ueinlcldcr. Inc. January 14, 1999 <br /> �' II <br />
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