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3500 - Local Oversight Program
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PR0545857
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Last modified
7/15/2020 4:18:32 PM
Creation date
7/15/2020 2:44:42 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545857
PE
3528
FACILITY_ID
FA0005147
FACILITY_NAME
E-Z FOOD
STREET_NUMBER
2537
STREET_NAME
WATERLOO
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
11914035
CURRENT_STATUS
02
SITE_LOCATION
2537 WATERLOO RD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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SO Sample Screening <br /> After the soil samples in resealable(Ziploco type)plastic bags have been brought to ambient temperature, <br /> the headspace vapors in the bag are screened with a photoionization detector equipped with a 10.2 eV lamp. <br /> The comer of the bag is opened and the detector probe immediately placed within the headspace. The <br /> highest observed reading is recorded. <br /> Monitoring Well Construction <br /> The borehole diameter for a monitoring well will be a minimum of four inches larger than the outside <br /> diameter of the casing. <br /> A monitoring well is typically cased with threaded, factory-perforated and blank Schedule 40 PVC. The <br /> perforated interval consists of slotted casing, generally with 0.01 or 0.02 inch-wide by 1.5-inch-long slots, <br /> with 42 slots per foot. A threaded or slip PVC cap is secured to the bottom of the casing. The slip cap can <br /> be secured with stainless steel screws or friction. No solvents or cements are used. Centering devices may <br /> be fastened to the casing to ensure even distribution of filter material and grout within the borehole annulus. <br /> The well casing is thoroughly washed and/or steam cleaned. It may be purchased as pre-cleaned prior to <br /> completion. <br /> Setting the casing inside the hollow-stem auger, sand or gravel filter pack material is poured into the annular <br /> space to fill from boring bottom to generally one foot above the perforated interval. The filter pack material <br /> in the well is selected to permit the development of a zone of higher hydraulic conductivity adjacent to the <br /> well screen but not allow piping of the finer-grained formation materials into the well. The slot size of the <br /> well screen is selected so that it will retain a minimum of 95 percent of the filter pack material. Before <br /> placement of the bentonite plug, the well is surged to set the filter pack. After surging,the top of the filter <br /> pack is measured and, as necessary, additional filter pack material is added. The well is then surged again. <br /> This procedure is repeated until the filter pack will not settle further. After setting the filter pack, a one to <br /> two foot thick bentonite plug is set above the filter pack to prevent grout from infiltrating into the filter <br /> pack. A regulatory approved annular filling material such as neat cement, cement with five percent (by <br /> volume) bentonite or sand-cement grout will be used to fill the annulus from the bentonite plug to within <br /> one foot of the ground surface. The annular filling material is placed by a method approved by the <br /> regulatory agency overseeing the site. The remaining foot of the well will be completed using a traffic-rated <br /> vault that is installed around each wellhead for wells located in parking lots or driveways, while steel (or <br /> other material) "stovepipes" are usually set over wellheads in landscaped areas. A traffic-rated vault is <br /> 4 <br />
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