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2900 - Site Mitigation Program
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PR0505137
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Last modified
1/15/2020 2:25:10 PM
Creation date
1/15/2020 1:23:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0505137
PE
2960
FACILITY_ID
FA0006565
FACILITY_NAME
STOCKTON SOIL TREATMENT FAC
STREET_NUMBER
1405
Direction
S
STREET_NAME
FRESNO
STREET_TYPE
AVE
City
STOCKTON
Zip
95206
CURRENT_STATUS
01
SITE_LOCATION
1405 S FRESNO AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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RPR 20 194 03:51PM OGDEN PROJECTS ENVIRONMENTPL DPT P.9/10 <br /> Each well will first be sampled with a clear acrylic bailer to visually inspect for hydrocarbon <br /> layer or sheen. If no product layer of sheen is observed on the water, the well will be <br /> developed by surging, pumping or bailing. Surging along the screened interval of the well <br /> may be performed to draw the sediment from the formation into the filter pack and the well <br /> and to set the sand pack. Well development will include swabbing and purging until ground <br /> water is reasonably free of suspended solids. Development will continue until the discharge <br /> runs relatively clear of fines. Approximately 5 to to well volumes are usually removed from <br /> each monitoring well. Discharge water will be stored in 55-gallon drums and left on site for <br /> later discharge or disposal, depending on laboratory results. <br /> ua ivment Decontamination <br /> To reduce the potential for cross-contarnivation between wells, developing equipment will <br /> be washed in a trisodium phosphate or lab grade detergent solution and rinsed in distilled <br /> water or steam cleaned prior to use in the next monitoring well. <br /> Well—survey <br /> All four of the wells will be surveyed for well location and elevation above mean seal level <br /> (amsl) so that subsequent water-level sounding data can be utilized in determining <br /> groundwater flow directions and gradient. The locations of the monitoring well and the <br /> elevation of the north side of the top of the PVC casings will be surveyed and tied into <br /> permanent markers, if readily available. Survey accuracy will be 0.1 foot for the 'V and'y' <br /> coordinates and 0.1 foot for the "z' coordinate. The depth to static groundwater will be <br /> measured from a set location at the top of the PVC casing. The depth of water will then <br /> be subtracted from the elevation of the top of the well casing to provide a groundwater <br /> elevation for each monitoring well location. <br /> GROUNDWATER MONITGRWG <br /> Water Level Measurements <br /> Water elevations of all four wells will be measured prior to purging and sampling the wells. <br /> The measurement protocol is as follows: <br /> 1. The welts will be opened and allowed to equilibrate with the atmosphere. <br /> 2. The water level probe will be decontaminated in a trisodium phosphate wash, <br /> followed by a distilled water rinse, prior to use in each well. <br /> 3. Water level measurements will be made using a conductivity-based water LveI <br /> meter. Depth to water is generally treasured from a surveyed mark on the north <br /> 3 <br />
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