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3500 - Local Oversight Program
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PR0545420
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
3/5/2020 5:33:06 PM
Creation date
3/5/2020 4:20:49 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0545420
PE
3528
FACILITY_ID
FA0003815
FACILITY_NAME
TESORO (SPEEDWAY) 68154
STREET_NUMBER
2500
Direction
W
STREET_NAME
LODI
STREET_TYPE
AVE
City
LODI
Zip
95240
APN
02740006
CURRENT_STATUS
02
SITE_LOCATION
2500 W LODI AVE
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Appendix A <br /> A monitoring well is typically cased with threaded, factory-perforated and blank <br /> Schedule 40 PVC. The perforated interval consists of slotted casing, generally with 0.01 <br /> or 0.02 inch-wide by 1.5-inch-long slots, with 42 slots per foot. The screened sections of <br /> casing are factory machine slotted and will be installed approximately 5 feet above and <br /> f 10 feet below first-encountered water level. The screened interval will allow for seasonal <br /> fluctuation in water level and for monitoring floating product. A threaded or slip PVC <br /> cap is secured to the bottom of the casing. The slip cap can be secured with stainless <br />[ steel screws or friction; no solvents or cements are used. Centering devices may.be <br /> E <br /> fastened to the casing to ensure even distribution of filter material and grout within the <br /> borehole annulus. The well casing is thoroughly washed and/or steam cleaned, or may be <br /> purchased as pre-cleaned, prior to completion. <br /> A filter pack of graded sand will be placed in the annular space between the PVC casing <br /> and the borehole wall. Sand will be added to the borehole through the hollow stem of the <br /> augers to provide a uniform filter pack around the casing and to stabilize the borehole. <br /> The sand pack will be placed to a maximum of 2 feet above the screens, followed by a <br /> minimum 1-foot seal consisting of bentonite pellets. <br /> Cement grout containing 5 percent bentonite or concrete will be placed above the <br /> bentonite seal to the ground surface. A concrete traffic-rated vault box will be installed <br /> over the monitoring well(s). A watertight locking cap will be installed over the top of the <br /> well casing. Reference elevations for each monitoring well will be surveyed when more <br /> than two wells will be located on site. Monitoring well elevations will be surveyed by <br /> Stratus or a subcontractor to the nearest 0.01-foot relative to mean sea level (MSL) or a <br /> site datum. <br /> Exploratory boring.logs and well construction details will be prepared for the final <br /> written report. <br /> Vapor Extraction Well Installation <br /> The borehole diameter for a vapor extraction well is typically a minimum of four inches <br /> larger than the outside diameter of the casing. <br /> A vapor extraction well is typically cased with threaded, factory-perforated and blank <br /> Schedule 40 PVC. The perforated interval consists of slotted casing, generally with 0.01 or <br /> 0.02 inch-wide by 1.5-inch-long slots, with 42 slots per foot. A threaded or slip PVC cap is i <br /> secured to the bottom of the casing. The slip cap can be secured with stainless steel screws, <br /> friction or PVC cement if the well is not completed into ground water. Centering devices <br /> may be fastened to the casing to ensure even distribution of filter material and grout within <br /> the borehole annulus. The well casing is thoroughly washed and/or steam cleaned, or may <br /> be purchased as pre-cleaned,prior to completion. I <br /> E <br /> Setting the casing inside the hollow-stem auger, sand or gravel filter pack material is <br /> poured into the annular space to fill from boring bottom to generally one foot above the <br /> M <br /> i <br />
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