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2900 - Site Mitigation Program
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PR0505070
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Last modified
1/17/2020 4:49:18 PM
Creation date
1/17/2020 3:46:23 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0505070
PE
2960
FACILITY_ID
FA0006510
FACILITY_NAME
CHEVRON PIPELINE
STREET_NUMBER
0
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
214-020-10
CURRENT_STATUS
01
SITE_LOCATION
GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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STANDARD OPERATING PROCEDURES <br /> RE: HOLLOW-STEM AUGER MONITOR WELL INSTALLATION AND DEVELOPMENT <br /> SOP-3 <br /> The boreholes for monitor wells are drilled using a truck-mounted hollow-stem auger drill rig. The <br /> diameter of the borehole will be a minimum of four inches larger than the outside diameter (OD) <br /> of the casing when installing well screen. The hollow-stem auger provides minimal interruption of <br /> drilling while permitting soil sampling at desired intervals. Soil samples are collected by hammering <br /> a conventional split-barrel sampler containing pre-cleaned 2-inch brass sample tubes. A geologist <br /> from Western Geologic Resources continuously logs each borehole during drilling and constantly <br /> checks drill cuttings for odors. The sampler is rinsed between samples and steam-cleaned with all <br /> other drilling equipment between borings to prevent cross-contamination. <br /> Monitor wells are cased with threaded, factory-perforated and blank Schedule 40 PVC. The <br /> perforated interval consists of slotted casing, generally 0.020-inch wide by 1.5-inch long slot size, <br /> with 42 slots per foot. A PVC cap is fastened to the bottom of the casing with stainless steel <br /> screws;no solvents or cements are used. Centering devices may be fastened to the casing to assure <br /> even distribution of filter material and grout within the borehole annulus. The well casing is <br /> thoroughly washed and steam-cleaned prior to installation. <br /> After setting the casing inside the hollow stem, sand or gravel filter material is poured into the <br /> annular space to fill from the bottom of the boring to 1 foot above the perforated interval. A I- <br /> to 2-foot thick bentonite plug is placed above this filter material to prevent grout from infiltrating <br /> down into the filter material. Neat cement,containing about 5%bentonite,is then tremied into the <br /> annular space from the top of the bentonite plug to the surface. A lockable PVC cap is placed on <br /> each wellhead. Traffic-rated Christy boxes are installed around the wellhead for wells in parking <br /> lots and driveways while steel stove pipes are usually set over wellheads in landscaped areas. <br /> After installation,the wells are thoroughly developed to remove residual drilling materials from the <br /> wellbore,and to improve well performance by removing any fine material in the filter pack that can <br /> pass from the formation into the well. Well development techniques used include pumping,bailing, <br /> surging, swabbing,jetting, flushing, and airlifting. All development water is collected in 55-gallon <br /> drums for temporary storage, and is then disposed of properly depending-on analytic results. To <br /> assure that cross-contamination does not occur between wells during drilling and development, all <br /> development equipment is steam-cleaned. <br />
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