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2900 - Site Mitigation Program
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PR0526222
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Last modified
7/7/2020 9:10:55 AM
Creation date
7/7/2020 9:06:07 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0526222
PE
2965
FACILITY_ID
FA0017743
FACILITY_NAME
LODI VINTNERS INC
STREET_NUMBER
3750
Direction
E
STREET_NAME
WOODBRIDGE
STREET_TYPE
RD
City
ACAMPO
Zip
95220
APN
01322007
CURRENT_STATUS
01
SITE_LOCATION
3750 E WOODBRIDGE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Monitoring wells are generally developed 24 to 48 hours after installation to allow the <br /> grout to set. Each well is first sampled with a clear disposable bailer to visually inspect <br /> for a hydrocarbon layer or sheen. If no product layer or sheen is observed on the <br /> water, the well is developed by surging, pumping or bailing. Surging along the <br /> screened interval of the well is performed to draw the sediment from the formation into <br /> the filter pack and the well, and to set the sand pack. Development continues until the <br /> discharge runs relatively clear of fines. Approximately 5 to 10 well volumes are <br /> generally removed from each monitoring well. Discharge water is stored in 55-gallon <br /> drums and left on site for later discharge or disposal by the client, depending on <br /> laboratory results. The drums are labeled with the date, well number, and a contact <br /> person and phone number, <br /> A-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 <br /> distilled water or steam 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 <br /> PVC casings are usually surveyed and tied into permanent markers, if readily available. <br /> Survey accuracy is 0.1 foot for the 'Y' and "y" coordinates and 01 foot for the "z" <br /> coordinates. The depth to static groundwater is measured from a set location at the top <br /> of the PVC casing (usually the north rim). The depth of water is then subtracted from <br /> the elevation of the top of the well casing to provide a groundwater elevation for each <br /> monitoring well location. <br /> A-4 GROUNDWATER MONITORING <br /> A-4.1 Water Level Measurements <br /> Water level measurements are made in the wells prior to purging and sampling the <br /> wells. Measurement protocol is as follows: <br /> 1 . Prior to obtaining water level measurements, the monitoring wells would be <br /> opened and allowed to equilibrate for a period of approximately 1,/2 hour. <br /> 2. The water level probe is decontaminated in a trisodium phosphate or non- <br /> phosphate detergent wash, followed by a distilled water rinse, prior to use in <br /> each well. <br /> 1 Water level measurements are made using a conductivity-based water-level <br /> meter. Depth-to-water is generally measured from a surveyed mark on the north <br /> rim of the PVC well casing. <br /> A-5 <br /> 67451.WP1/ST06R295,'FBJv Page <br /> March 31,2006 <br /> � 2006 Kleinfe!der, Inc. <br />
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