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ARCHIVED REPORTS_STATUS REPORT
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ARCHIVED REPORTS_STATUS REPORT
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Last modified
3/12/2020 6:33:26 PM
Creation date
3/12/2020 2:47:19 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
STATUS REPORT
RECORD_ID
PR0521796
PE
2960
FACILITY_ID
FA0014798
FACILITY_NAME
MOUNTAIN HOUSE NEIGHBORHOOD A - E
STREET_NUMBER
0
STREET_NAME
MASCOT & MARINA
STREET_TYPE
BLVD
City
TRACY
Zip
95376
APN
20945002 - 20
CURRENT_STATUS
01
SITE_LOCATION
MASCOT & MARINA BLVD
P_LOCATION
03
QC Status
Approved
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EHD - Public
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• Ms Devra Lewis Clayton <br /> Page 3 <br /> Regional Water Quality Control Board Clayton Project No. 70-03759.00 <br /> September 3, 2004 <br /> excavation at approximate 50 foot intervals. In addition to the excavation bottom <br /> samples, sidewall samples were taken at the bottom of the sidewall and at a location <br /> corresponding to a depth of 15 feet below the ground surface. A total of 16 soil samples <br /> were collected from the excavation. The soil samples were analyzed for the following <br /> constituents: <br /> • Total petroleum hydrocarbons as crude oil (TPHcr), <br /> • TPH as diesel (TPHd), <br /> • benzene, toluene, ethylbenzene, and xylene isomers (BTEX compounds). <br /> Twelve of these samples contained no detectable hydrocarbons, and the remainder <br /> contained less than 25 mg/kg TPH,with the exception of one sample (PB-50-CL), which <br /> contained 2,200 mg/kg TPHcr and 930 TPHd. This sample was collected from the <br /> bottom of the excavation just below the water table. The samples collected in the vicinity <br /> of the sample (PB-50-N29, 529,N15, and S 15) contained a maximum of 3.8 mg/kg TPH. <br /> Thus this elevated concentration appears to be an isolated occurrence. Figure 5 presents <br /> the confirmation sampling results from the main excavation area, and Figure 6 presents <br /> final soil analytical data for all locations within the area covered by this summary. <br /> • Table 1 presents the soil analytical results for the area covered by Figure 6. <br /> 3.0 GROUNDWATER INVESTIGATION <br /> Following completion of excavation activities in the main excavation area, two <br /> groundwater samples were collected from the accumulated groundwater within the <br /> excavation. Neither groundwater sample contained detectable petroleum hydrocarbons. <br /> Following completion of backfilling of the excavation, Clayton performed a groundwater <br /> investigation of the pipeline alignment within Neighborhood E. Clayton advanced soil <br /> borings along the alignment at locations where impacts were noted previously. Thus, soil <br /> borings were advanced at the location of Area 2, and at the location of Area 3/Area 4 <br /> (one boring was advanced at this location due to the proximity of the two areas). Boring <br /> B-31 was advanced at Area 3/Area 4, and Boring B-32 was advanced at Area 2. Grab <br /> groundwater samples were collected from these borings, and analyzed for petroleum <br /> hydrocarbons. The samples were analyzed for TPHd, TPHcr, and BTEX constituents. <br /> Low levels of hydrocarbons were detected in the grab groundwater samples, to a <br /> maximum of 0.14 milligrams per liter(mg/L) TPHcr in groundwater from B-32. BTEX <br /> constituents were not detected in either sample, with the exception of 0.00091 mg/L <br /> xylenes in B-32. As noted in Clayton's "Additional Subsurface Soil and Groundwater <br /> Investigation Report"dated August 13,2004, these detections are anomalous, as soil <br /> impact was not observed below a depth of 14 feet in this area. <br /> . Clayton installed six monitoring wells within and adjacent to the main excavation area, <br /> and collected groundwater samples from the six wells on three separate dates, June 17, <br /> 2004, July 8, 2004, and August 12, 2004. For the June and July events petroleum <br />
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