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2900 - Site Mitigation Program
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PR0518875
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Last modified
11/12/2019 3:31:37 PM
Creation date
11/12/2019 3:25:28 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0518875
PE
2960
FACILITY_ID
FA0014182
FACILITY_NAME
FORMER BUSY BEE CLEANERS
STREET_NUMBER
40
Direction
N
STREET_NAME
MAIN
STREET_TYPE
ST
City
LODI
Zip
95240
CURRENT_STATUS
01
SITE_LOCATION
40 N MAIN ST
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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P&ect Number 1804BKOI Seotember 17.2003 <br /> hours of collection as specified in EPA Method 5035/8260b for volatile organic compound <br /> (VOC) analysis. The samples will be maintained at 4° Centigrade and accompanied with a <br /> chain-of-custody document during transport to the analytical laboratory. <br /> A hydrogen flame ionization detector (FID) will be used during the drilling process to screen <br /> the soil samples for the presence of hydrocarbons. A small portion of soil will be paced in a <br /> plastic bag and allowed to volatilize for approximately five (5) minutes before measuring the <br /> hydrocarbon vapor concentration within the bag. <br /> A maximum of three (3) samples from each boring will be submitted for chemical analysis. <br /> Samples for analyses will be selected based on the field screening measurements. These <br /> samples will be transferred to a California State Certified laboratory under chain of custody <br /> control procedures. It is anticipated that samples will be selected primarily from the capillary <br /> fringe and shallow saturated zone because the vadose zone soils should not be impacted by <br /> PCE due to the distance from the source area (sewer line in north-south alley of the Busy <br /> Bee block). <br /> Soil Gas Sampling <br /> Soil gas sampling will be performed during drilling of each shallow monitoring well boring. <br /> One (1) to two (2) soil gas samples will be collected between 30 feet and 50 feet bgs in the <br /> perimeter boring locations along Sacramento Street, Lodi Avenue, and Washington Street. <br /> Sampling in this depth interval at the perimeter locations is proposed based on E2C's <br /> findings during the Phase 1 Site Characterization Study which showed that this interval was <br /> most likely to exhibit soil gas VOC detections near the Site and for correlation with previous <br /> soil gas sampling data collected from 30 feet to 45 feet bgs by others in a city-wide study. <br /> The upper sample will target a finer grained layer that may have allowed volatile organic <br /> compound (VOC) migration from the Site along a lithologic contact and the lower sample will <br /> target VOC vapors off-gassing from the underlying groundwater anticipated at a depth of <br /> approximately 50 feet bgs. <br /> At the shallow well locations interior of the groundwater plume, soil gas samples will be <br /> collected more frequently than at the perimeter wells. Four (4) soil gas samples will be <br /> collected at each of these well locations at depths of approximately 15 feet, 25 feet, 35 feet, <br /> and 45 feet bgs. The upper three samples will target the vadose zone using the rationale <br /> described above and the lowermost sample will be used to evaluate VOCs off-gassing from <br /> the underlying groundwater. <br /> Soil gas sampling will be performed in the following manner. The boring will be advanced <br /> using hollow-stem auger equipment to within 5 feet of the target sample depth and a <br /> Geoprobe Vapor Sampling Tool will be advanced through the augers into undisturbed soil to <br /> the desired sampling depth. The sampling tool consists of an expendable drive point holder, <br /> drive point with inner O-ring seal, and a steel tubing tong that threads into the point holder. <br /> The drive point holder threads onto a 1-inch-outer-diameter steel Geoprobe sampling rod <br /> that threads into an adaptor enabling connection to standard sampling rods. Prior to <br /> sampling, clean polyethylene tubing will be connected to the stainless steel tubing tong on <br /> the point holder and this assembly then will be threaded into the Geoprobe sampling rod. <br /> The sampler will be lowered through the augers and driven to the desired depth using a <br /> 140-pound drive hammer. The sampler will be pulled back dislodging the expendable point <br /> E,C Remediation 3 <br />
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