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2900 - Site Mitigation Program
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PR0508132
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Entry Properties
Last modified
10/4/2018 3:05:06 PM
Creation date
10/4/2018 2:59:07 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0508132
PE
2957
FACILITY_ID
FA0007953
FACILITY_NAME
CHEVRON #9-5775
STREET_NUMBER
301
STREET_NAME
KETTLEMAN
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04514002
CURRENT_STATUS
01
SITE_LOCATION
301 KETTLEMAN LN
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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GR Field Methods and Procedures <br />Updated October 29 1999 <br />results recorded as reconnaissance data. GR does not consider field screening techniques to be <br />verification of the presence or absence of hydrocarbons. <br />Well Abandonment <br />Prior to well abandonment, the total depth of the well and the depth -to -water in the well casing are <br />measured and recorded. Groundwater monitoring wells are abandoned by filling the well casing with <br />neat cement using a tremie pipe and pump. The tremie is removed and the cement in the well casing <br />is pressurized to approximately 10 pounds per square inch (psi) for approximately 2 minutes. The well <br />box is removed and the upper 5 feet of well casing is drilled out. The boring is then backfilled with <br />neat cement or native material, depending on local regulations. <br />Well Destruction <br />Prior to well destruction, the total depth of the well and the depth -to -water in the well casing are <br />measured and recorded. Groundwater monitoring wells are destroyed by drilling the well boring out <br />to remove the casing, sandpack, and seal material. The boring is advanced at least one foot past the <br />installed depth of the well to insure that all the casing and seal material are removed. Upon completion <br />of drilling, the boring is backfilled to ground surface with neat cement placed using a tremie pipe and <br />pump. <br />Storing and Sampling of Drill Cuttings <br />Drill cuttings are stockpiled on and covered with plastic sheeting or stored in drums depending on site <br />conditions and regulatory requirements. Stockpile samples are collected and analyzed for disposal <br />classification on the basis of one composite sample per 100 cubic yards of soil. Stockpile samples are <br />composed of four discrete soil samples, each collected from an arbitrary location on the stockpile. The <br />four discrete samples are then composited in the laboratory prior to analysis. <br />Each discrete stockpile sample is collected by removing the upper 3 to 6 inches of soil, and then <br />driving the stainless steel or brass sample tube into the stockpiled material with a hand, mallet, or drive <br />sampler. The sample tubes are then covered on both ends with teflon sheeting or aluminum foil, <br />capped, labeled, and placed in a cooler with blue ice for preservation. A chain -of -custody form is <br />initiated in the field and accompanies the selected soil samples to the analytical laboratory. Stockpiled <br />soils are covered with plastic sheeting after completion of sampling. <br />A-2 <br />
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