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ARCHIVED REPORTS XR0006073
Environmental Health - Public
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EHD Program Facility Records by Street Name
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YOSEMITE
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1399
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3500 - Local Oversight Program
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PR0543988
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ARCHIVED REPORTS XR0006073
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Last modified
12/28/2018 11:10:31 AM
Creation date
12/28/2018 11:09:05 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006073
RECORD_ID
PR0543988
PE
3500
FACILITY_ID
FA0000914
FACILITY_NAME
TIGER EXPRESS STORES
STREET_NUMBER
1399
Direction
E
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
CURRENT_STATUS
01
SITE_LOCATION
1399 E YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
003
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 /> ' SOP-6 DEVELOPMENT <br /> ' Boreholes for monitoring wells are drilled using a truck-mounted, hollow-stem auger drill <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 permuting soil sampling at desired intervals. Sod samples are <br /> collected by either hammering or hydraulically pushing a conventional spirt-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 recognizable occurrence of groundwater and <br /> ' volatile hydrocarbons using either a portable photolonizatron detector, flame ionization <br /> detector, or an explosimeter The sampler is rinsed between samples and either steam <br /> cleaned or washed with all other drilling equipment between borings to minimize the <br /> ' potential for 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 ensure 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 /> ' poured into the annular space to fill from boring bottom to generally 1 foot above the <br /> 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 /> 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, letting, flushing, and air-lifting. Al development <br /> ' water is collected either 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 /> ' ATTACHMENT/SOR-6/SEFTEMBER 1992 <br /> 1 <br />
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