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ARCHIVED REPORTS_XR0009260
Environmental Health - Public
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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0541263
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ARCHIVED REPORTS_XR0009260
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Last modified
4/13/2020 3:02:04 PM
Creation date
4/13/2020 2:13:15 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009260
RECORD_ID
PR0541263
PE
2950
FACILITY_ID
FA0023640
FACILITY_NAME
PERSHING GAS FOR LESS
STREET_NUMBER
4445
Direction
N
STREET_NAME
PERSHING
STREET_TYPE
AVE
City
STOCKTON
Zip
95210
APN
11018006
CURRENT_STATUS
01
SITE_LOCATION
4445 N PERSHING AVE
P_LOCATION
01
QC Status
Approved
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EHD - Public
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AEGIS ENVIRONMENTAL, INC. <br /> STANDARD OPERATING PROCEDURE <br /> RE` HOLLOW-STEM AUGER MONITORING WELL INSTALLATION AND <br /> DEVELOPMENT <br /> SOP-6 <br /> Boreholes formonitoring <br /> wells are dulled using struck-mounted, hollow-stem auger dull <br /> rig The borehole diameter will be a minimum of 4 inches larger than the outside-diameter <br /> of the casing when installing well screen The hollow-stem auger provides minimal <br /> interruption of drilling while permitting soil sampling at desired intervals Soil samples are <br /> collected by either hammering or hydraulically pushing a conventional split-barrel sampler <br /> containing pre-cleaned 2-inch-diameter brass tubes A geologist or engineer from Aegis <br /> Environmental, Inc , continuously logs each borehole during drilling and constantly checks <br /> drill cuttings for indications of both the first occurrence of groundwater and volatile <br /> hydrocarbons using either a portable photoionization detector, flame Ionization detector, <br /> or an explosimeter The sampler is rinsed between samples and either steam-cleaned <br /> or washed with all other drilling equipment between borings to minimize the potential for <br /> cross-contamination <br /> Monitoring wells are cased with threaded, factory-perforated and blank Schedule 40 PVC <br /> The perforated interval consists of slotted casing, generally with 0 020 inch wide by <br /> 1 5-inch long slots, with 42 slots per foot A PVC cap may be secured to the bottom of <br /> the casing with stainless steel screws, no solvents or cements are used Centering <br /> devices may be fastened to the casing to assure even distribution of filter material and <br /> grout within the borehole annulus The well casing is thoroughly washed and/or steam- <br /> cleaned, or may be purchased as pre-cleaned, prior to installation <br /> After setting the casing inside the hollow-stem auger, sand or gravel filter material is <br /> f poured into the annular space to fill from boring bottom to generally 1 foot above the <br /> l perforated interval A 1 to 2-foot thick bentonite plug is set above this filter material to <br /> prevent grout from infiltrating into the filter pack Either neat cement, containing about <br /> 5 percent bentonite, or sand-cement grout is then tremmied into the annular space from <br /> the top of the bentonite plug to near surface A traffic-rated vault is installed around each <br /> wellhead for wells located in parking lots or driveways, while steel "stovepipes" are usually <br /> set over wellheads in landscaped areas <br /> E After installation, the wells are thoroughly developed to remove residual drilling materials <br /> from the wellbore, and to improve well performance by removing fine material from the <br /> filter pack that may pass into the well Well development techniques used may include <br /> pumping, surging, bailing, swabbing, jetting, flushing, and air-lifting All development <br /> water is collected ether in drums or tanks for temporary storage, and properly disposed <br /> of depending on laboratory analytical results To minimize the potential for cross- <br /> contamination between wells, all development equipment are either steam-cleaned or <br /> properly washed prior to use <br /> ATTACNMEN7/SOP-61FEBRUARY 1992 <br /> i <br />
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