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PR0009299
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Last modified
7/23/2020 3:14:03 PM
Creation date
7/23/2020 3:12:28 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0009299
PE
2950
FACILITY_ID
FA0004063
FACILITY_NAME
WELLS FARGO BANK
STREET_NUMBER
150
Direction
W
STREET_NAME
YOSEMITE
STREET_TYPE
ST
City
MANTECA
Zip
95336
APN
21941001
CURRENT_STATUS
02
SITE_LOCATION
150 W YOSEMITE ST
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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Clayton <br /> EWRONMENTAL <br /> CONSULTANTS <br /> 3.0 INVESTIGATION ACTIVITIES <br /> Clayton's soil and groundwater assessment cons' ted of three distinct activities: field <br /> procedures, field work, and laboratory analyses. These activities were performed to <br /> meet the existing site constraints and the investigation objectives. <br /> 3.1 FIELD PROCEDURES <br /> Clayton used specific field procedures to manag the field activities used during the <br /> subsurface soil investigation. These procedures were used for sampling the soil <br /> boreholes, collecting and analyzing the soil samples, and decontaminating equipment <br /> to minimize the potential for cross contamination. A copy of the permit to perform <br /> the work is in Appendix B. <br /> 3.1.1 Soil Sampling <br /> A 31/2-inch diameter hand auger was used to drill three oreholes for the soil <br /> investigation. The boreholes were drilled in the below-grade landscaped area which <br /> surrounds the basement community room to the north and to the west. Borehole BH- <br /> 1 was drilled in the concrete sidewalk by the northeastern corner of the room. <br /> Borehole BH-2 was drilled in the landscaped arm by the northwestern corner of the <br /> room. Borehole BH-3 was drilled in the concrete sidewalk by the southwest corner of <br /> the room. <br /> The auger was advanced in the borehole until the desired depth �r sampling was <br /> reached. At the sampling depth, the contents of the auger were packed into a 2-inch <br /> diameter stainless steel tube by using a hand trowel. The ends of the tube were <br /> immediately covered with Teflon" sheeting and plastic end caps, then sealed with <br /> Scotch' 33+ electrical✓tape. The tube was then labeled, inserted in a self-sealing <br /> plastic bag, and placed on ice in an ice chest for transportation to a State of <br /> California, Department of Health Services, certi ied laboratory for analyses. Standard <br /> chain-of-custody procedures were followed. <br /> A portion of the auger's contents was field eval ated for volatile organic compounds <br /> (VOCs) using an organic vapor analysis (OVA) ieadspace technique. A portion of <br /> the soil was put into a self-sealing plastic bag an I allowed to volatilize in direct <br /> sunlight for a minimum of 30 minutes. A senso tip of a photoionization detector <br /> (PID) was then inserted through the plastic bag. The concentration of VOCs in the <br /> plastic bag was measured with the PID meter and recorded on the borehole logs. <br /> The boreholes and soil samples were described by a Clayton geologist under the <br /> supervision of a California registered geologist using the Unified So� Classification <br /> System (USCS). The PID meter was also used W measure breathing zone and <br /> 2 <br /> 4014.00.REP CON FIDENTIAL AND PRIVILEGED <br />
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