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2900 - Site Mitigation Program
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PR0508168
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Last modified
5/26/2021 1:05:32 PM
Creation date
5/26/2021 10:33:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0508168
PE
2950
FACILITY_ID
FA0007971
FACILITY_NAME
KARLSON TRUCKING (FORMER)
STREET_NUMBER
9909
Direction
E
STREET_NAME
WOODWARD
STREET_TYPE
AVE
City
MANTECA
Zip
95336
CURRENT_STATUS
01
SITE_LOCATION
9909 E WOODWARD AVE
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Geo-Probe Soil Boring Sampling Results 2 <br /> 9909 E. Woodward Avenue, Manteca <br /> 02/15/00 <br /> Soil samples were collected using a 1.5 foot long by 1.5 inch inside diameter drive sampler <br /> lined with a plastic sample sleeve. This device is activated by removing a retaining bolt from <br /> the top of the device by inserting rods through the hollow stem of the probe rods. Removing <br /> this retaining bolt allows the drive point to retract through the sampling tube and a sample to <br /> be collected. <br /> Groundwater samples were collected using the Geo-Probe's groundwater sampling device. <br /> This consists of a four foot long hollow rod fitted with a drive point which is attached to the <br /> end of the Geo-Probe stem. This rod is driven four feet into groundwater and retracted to <br /> expose the stainless steel screen inside of the device. <br /> Groundwater samples were obtained by oscillating a clean dedicated section of disposable <br /> polyethylene tubing, fitted with a stainless steel check valve, inserted inside of the hollow stem <br /> of the Geo-Probe. This causes groundwater to rise to the surface. During the collection of <br /> multiple groundwater samples from SB-10, rubber O-rings were installed above the threads of <br /> the Geo-Probe rods to insure that groundwater from intervals other than the one sampled was <br /> not entering the Geo-Probe. <br /> Resu Its <br /> Field Evidence <br /> Field evidence suggests that soil and groundwater contamination was evident in only three of <br /> the soil borings, namely S13-8, 9 & 10. None of the soil or groundwater samples from SB-11 <br /> and 12 exhibited any field discernible hydrocarbon impact, i.e., odor, discoloration or OVM <br /> readings. A faint hydrocarbon odor was noted at the 9-11 foot interval in SB-9 and in all of <br /> the soil sampled intervals from SB-10. None of the soil samples collected from S13-8 <br /> exhibited any hydrocarbon odor or staining, however, the groundwater sample exhibited a <br /> slight hydrocarbon odor. The only measurable OVM readings were from the 14-16 and 19-21 <br /> foot intervals in SB-10, with readings of 8 and 4 ppmv, respectively. <br /> Soil Samples <br /> Low levels of "Motor Oil Range" petroleum hydrocarbons were present in all of the soil <br /> samples submitted for analysis; one sample being submitted from the capilary fringe in each <br /> boring (9-11' bgs). The following table lists contaminant levels for each of the samples: <br /> Sample SB-8,9-11' SB-9,9-11' SB-10,9-11' SB-11,9-11' SB-12,9-11' <br /> Analysis 2.1 2.8 3.4 4.9 1.2 <br /> Units mg/Kg mg/Kg mg/Kg mg/Kg mg/Kg <br /> MDL=0.3 mg/Kg, (Samples in motor oil range but not typical of motor oil). <br /> These levels were beneath the normal detection limits for TEPH of 5.0 mg/Kg. Per a personal <br /> communication with the chemist who completed the analysis, the chromatographs for these <br /> samples were in the motor oil range but not indicative of motor oil. He indicated that the <br /> most likely possibility, given the shape and type of chromatogram peak, was that the <br /> detectable contamination was actually plastic from the Geo-Probe sampling tube scraped out <br /> when removing portions of the soil sample at the laboratory. <br /> 2937 Veneman Ave.,#B240 Geo-Phase Environmental Inc. Phone(209)569-0293 <br /> Modesto,CA 95356 Fax(209)569-0293 <br />
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