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ARCHIVED REPORTS XR0001117
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544231
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ARCHIVED REPORTS XR0001117
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Entry Properties
Last modified
3/6/2019 5:26:08 PM
Creation date
3/6/2019 2:24:44 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001117
RECORD_ID
PR0544231
PE
3526
FACILITY_ID
FA0023968
FACILITY_NAME
NOMELLINI CONSTRUCTION CO
STREET_NUMBER
1045
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16323040
CURRENT_STATUS
02
SITE_LOCATION
1045 W CHARTER WAY
P_LOCATION
01
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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Artesian Environmental Consultants, Inc. <br /> Standard Operating Procedures <br />' GROUNDWATER MONITOR / EXTRACTION WELL INSTALLATION <br /> AND DEVELOPMENT <br /> WELL INSTALLATION <br /> The boreholes for monitor/extraction wells are drilled using a truck-mounted hollow-stem <br /> auger drill rig The diameter of the borehole is a nrunimum of four inches larger than the <br /> outside diameter of the casing when installing the well screen (DWR Publication 74-81) <br /> The hollow-stem auger provides minimal interuptnon of drilling while permitting soil <br />' sampling at the desired intervals All wells are installed by state-hcensed drillers <br /> The monitor/extraction wells are cased with threaded, factory-slotted, blank schedule 40 <br /> polyvinyl chhlonde (PVC) The perforated interval consists of slotted casing, generally <br /> 0 020-inch wide by 1 5-inch long slot size, with 42 slots per foot A threaded PVC cap is <br /> fastened to the bottom of the casing Centering devices may be fastened to the casing to <br /> assure even distribution of filter material and grout within the borehole annulus The well <br />' casing is 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 <br />' the annular space to fill from the bottom of the boring to 1 foot above the slotted interval A <br /> I to 2 foot thick bentonite plug is placed above the filtei material to prevent the grout from <br /> infiltrating down into the filter material Neat cement, containing about 5% bentonite, is then <br /> tremied into the annular space from the top of the bentonite plug to the surface A lockable <br /> PVC cap is placed on each wellhead Traffic-rated flush-mounted steel covers are installed <br /> around wellheads for wells in parking lots and driveways, while steel stove pipes are usually <br /> set over wellheads m landscaped areas <br /> i <br /> WELL DEVELOPMENT <br />' After installation, the wells are thoroughly developed to remove residual drilling materials <br /> from the wellbore, and to improve well performance by removing any fine material in the <br /> filter pack that can pass from the formation into the well Well development is performed in <br /> accordance with California Regional Water Quality Control Board (RWQCB) procedures <br /> described in the Leaking Undeiground Fuel Tank(LUFT) Field Manual, the Tri-Regional <br /> Boar d Staff Recommendations for Pi ehminaiy Evaluation and Avestigation of Undetgi ound <br />' Tank Sites , and local regulatory guidelines Well development techniques include pumping, <br /> bailing, surging, swabbing,betting, flushing, and airlifting Dunng well development from <br /> three to ten well volumes are evacuated from the well, allowing pH, specific conductivity <br />' temperature and sediment content of the water to stabilize All development water and <br /> rinseate is collected for temporary storage in labeled 55-gallon containers or proper storage <br /> tanks, and is then disposed of properly depending on analytical results To assure that <br />' cross-contamination does not occur between wells during drilling and development all <br /> development equipment is either steam cleaned or cleaned using klconox and rinsed n'�ice <br /> with dionized water <br />
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