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2900 - Site Mitigation Program
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PR0536430
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COMPLIANCE INFO
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Last modified
2/14/2020 10:08:33 PM
Creation date
2/14/2020 3:47:18 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0536430
PE
2950
FACILITY_ID
FA0020920
FACILITY_NAME
GIANNECCHINI, STEVE (VACANT)
STREET_NUMBER
4421
STREET_NAME
GIANNECCHINI
STREET_TYPE
LN
City
STOCKTON
Zip
95206
CURRENT_STATUS
01
SITE_LOCATION
4421 GIANNECCHINI LN
QC Status
Approved
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EHD - Public
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July 1, 2011 <br /> AEI Project No. 297937 <br /> Page 3 of 5 <br /> groundwater samples. Groundwater is expected at approximately 55 to 60 feet bgs. It is <br /> anticipated that one (1) soil and one (1) groundwater sample will be analyzed from each <br /> boring. <br /> Predrilling and Site Safety <br /> Prior to completing drilling activities, soil boring permits will be obtained from the EHD, and the <br /> EHD be notified prior to beginning work. AEI will notify Underground Services Alert of the <br /> location for the planned drilling activities a minimum of 48-hours before performing the work, <br /> as required by law. An independent utility locator will be used to locate subsurface utilities <br /> within the vicinity of the proposed drilling locations. Locations of the borings may be altered <br /> based on utility survey findings, particularly if underground utilities are identified within the <br /> drilling areas. <br /> Drilling <br /> The selected drilling contractor will hold a California C57 driller's license. Soil borings will be <br /> advanced with a truck mounted (or similar) Geoprobe`� direct-push drilling rig. Following <br /> sample collection, each boring will be backfilled with cement grout in accordance with the <br /> permit conditions. <br /> Soil Sample Collection <br /> Soil in the shallow borings will be continuously collected in 13/4 inch diameter acrylic liners <br /> within the sampling barrel from which a 6 inch sample will be collected at appropriate depths. <br /> Samples will be selected and cut from the liners. The sample will be sealed with Teflon tape <br /> and plastic end caps. A photo ionization detector (PID) will be used to screen soil samples in <br /> the field, and PID readings for each sample will be included on the boring logs. <br /> Groundwater Sample Collection <br /> When first groundwater is encountered, a 3/4" diameter slotted PVC casing will be temporarily <br /> inserted into the borehole to facilitate groundwater collection. Groundwater samples will be <br /> collected using either a disposable bailer and decanted into the appropriate sample containers. <br /> The containers will be sealed so that no head-space or air bubbles are visible within the <br /> containers. <br /> Sample Storage <br /> All samples will be sealed and labeled immediately upon collection. Samples will be placed in a <br /> cooler with water ice. Chain of custody documentation will be initiated prior to leaving the site. <br /> All samples will be delivered to a state certified laboratory. <br /> Sample Analyses <br /> Select soil samples will be analyzed for the following: <br /> • CAM17 Metals <br /> • Chromium VI <br /> • Volatile Organic Compounds by EPA Method 8260 <br /> • pH using field or laboratory methods <br /> Select groundwater samples will be analyzed for the following: <br /> 0 CAM17 Metals <br />
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