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FIELD DOCUMENTS_CASE 3
Environmental Health - Public
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FIELD DOCUMENTS_CASE 3
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Last modified
5/12/2020 4:19:16 PM
Creation date
5/12/2020 3:11:41 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
FIELD DOCUMENTS
FileName_PostFix
CASE 3
RECORD_ID
PR0545660
PE
3528
FACILITY_ID
FA0003909
FACILITY_NAME
PORT OF STOCKTON
STREET_NUMBER
2201
Direction
W
STREET_NAME
WASHINGTON
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14503001
CURRENT_STATUS
02
SITE_LOCATION
2201 W WASHINGTON ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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into the slotted PVC tube. Groundwater was brought to the surface within the Teflon tube by <br /> moving the Teflon tube up and down in a piston-like motion. <br /> A second boring (B4-2) was drilled to a total depth of 18.0 feet bgs and was located <br /> approximately 10 feet away from the southern edge of the former tank (Figure 2). Soil <br /> samples were collected at depths of 12 and 17 feet for laboratory analysis. Samples were <br /> collected using a 2-foot long, 1-inch diameter, Large-Bore Soil Sampler equipped with a clear <br /> acetate plastic liner. A groundwater sample was collected after the boring had been advanced <br /> to the total depth of 18 feet bgs using the method described above. Based on the lack of field <br /> evidence of PHC-impacted soil or groundwater, Margaret Lagorio and Carol Oz of PHS/EHD <br /> decided that the third boring planned for the site was unnecessary and provided verbal <br /> authorization to complete the investigation with two borings. Both borings were subsequently <br /> grouted to the surface with neat cement per PHS/EHD guidelines. " <br /> Soil and groundwater samples were placed in an ice-cooled chest and submitted under chain-of- <br /> custody procedures to BSK Analytical Laboratories (BSK), a California DHS-certified r <br /> laboratory for PHC analyses. Samples were analyzed for BTEX, TPHg, and MTBE using <br /> EPA Methods 8020/8015. The Work Plan stated that EPA Method 200.8 would be used for -- <br /> analysis of lead in soil and water samples. This method uses inductively coupled plasma and <br /> mass spectrometry (ICP/MS) as the analytical technique and is typically used on low turbidity <br /> drinking water samples. However, due to the high turbidity in water samples collected during <br /> this investigation, BSK performed lead analyses for water samples using EPA Method 200.7. <br /> Soil samples were analyzed using EPA Method 6010. Both these methods use ICP as the <br /> analytical technique. According to BSK, these ICP methods provide the same detection limits <br /> as the ICP/MS method while offering the advantage of being able to accommodate analysis of <br /> turbid water samples. This change in analytical method for lead analysis was conveyed to -- <br /> Carol Oz. <br /> 4.0 INVESTIGATION FINDINGS <br /> Findings of the investigation, including geologic and hydrologic characteristics, and analytical <br /> results of the soil and groundwater samples, are discussed in the following sections. <br /> 4 <br /> 98I MWVRPTS1s4USTINV.RPT <br />
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