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2900 - Site Mitigation Program
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PR0506634
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Last modified
3/13/2020 11:36:35 AM
Creation date
3/13/2020 9:57:09 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0506634
PE
2950
FACILITY_ID
FA0007558
FACILITY_NAME
BANK OF AMERICA
STREET_NUMBER
234
Direction
W
STREET_NAME
MAIN
STREET_TYPE
ST
City
RIPON
Zip
95366
APN
25927501
CURRENT_STATUS
02
SITE_LOCATION
234 W MAIN ST
P_LOCATION
05
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Ms. Donna DiRocco <br /> May 29, 1997 <br /> Page 2 of 3 <br /> Subsurface Investigation <br /> Versar performed a subsurface investigation at the Site the evening of May 16, 1997. <br /> The investigation was conducted by Versar Associate Geologist Mr. Vernon P. Elarth, and the <br /> soil boreholes were drilled by Vironex, Incorporated (C57 License No. 705927). City and <br /> County permits were obtained prior to conducting the subsurface investigation. Prior to <br /> conducting the subsurface investigation, Versar contacted Underground Service Alert(USA), as <br /> required by law, and contracted California Utility Surveyors to locate potentially unmarked, <br /> underground utilities at the Site. Based on a review of a USGS topographic map of the Site area, <br /> the direction of groundwater flow at the Site was inferred to be to the southwest. <br /> The investigation included collecting soil and groundwater samples from four soil <br /> boreholes installed at the locations shown on Figure 3, in Attachment I. Boreholes BH-1, BH-2, <br /> and BH-3, were drilled southwest of and downgradient from the former auto repair facilities to <br /> assess if there are releases to soil or groundwater from former Site activities. <br /> Encountered subsurface conditions at the Site comprised poorly sorted, moderate-brown <br /> silty sand from just below the asphalt to the maximum depth explored of approximately 26 feet <br /> below ground surface (bgs) . Stabilized groundwater levels were recorded at approximately 18 <br /> feet bgs during the investigation on May 16. <br /> Laboratory Results <br /> Three soil samples and one groundwater grab sample were collected from each of the <br /> four boreholes drilled at the Site. Soil samples were collected from depths of 5.5, 10.5 and 15.5 <br /> feet bgs from each borehole. One soil and groundwater grab sample from each borehole were <br /> submitted to McCampbell Analytical Laboratories (California Department of Health Services <br /> Certification No. 1644) for analysis for total petroleum hydrocarbons as gasoline (TPH-G), TPH <br /> as diesel (TPH-D); benzene, toluene, ethylbenzene, and xylenes (BTEX); oil and grease; and <br /> Leaking Underground Fuel Tank(LUFT) 5 Metals, which include: cadmium, chromium, lead, <br /> nickel, and zinc. Total metals were reported in soil results and dissolved metals were reported in <br /> groundwater results. The soil sample submitted for analysis was collected from a depth of 15.5 <br /> feet bgs from each borehole which corresponds to the approximate depth of the soil groundwater <br /> interface (capillary fringe). <br /> The soil samples analyzed from the capillary fringe of each borehole did not contain <br /> TPH-D, TPH-G, BTEX, or oil and grease at or above the laboratory's reporting limit for each <br /> test method. Concentrations of chromium, nickel, and zinc were detected in the soil samples <br /> analyzed from the Site. These levels are consistent with the USGS's published background <br /> H:\PROJECTS\BOFA\FUPON\IUPON.WPD <br />
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