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2900 - Site Mitigation Program
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PR0523409
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Last modified
11/19/2024 10:20:01 AM
Creation date
8/12/2019 1:31:51 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0523409
PE
2950
FACILITY_ID
FA0015819
FACILITY_NAME
FORMER CHEVRON
STREET_NUMBER
103
Direction
W
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95516
APN
23313023
CURRENT_STATUS
02
SITE_LOCATION
103 W ELEVENTH ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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28 December 2004 <br /> AGE-NC Project No. 04-1238 <br /> Page 3 of 5 <br /> • Boring B-2 was advanced to a depth of approximately 20 feet bsg directly north ofthe former <br /> common UST pit; <br /> • Boring B-3 was advanced to a depth of approximately 20 feet bsg on the eastern edge of <br /> former common UST pit and; <br /> • Boring B-4 was advanced to a depth of approximately 20 feet bsg southeast of the former <br /> common UST pit. <br /> All sampling equipment was washed in an Alconox solution and rinsed twice with water prior to <br /> each sampling run. Soil boring locations are depicted on Figure 2. <br /> SOIL SAMPLE COLLECTION AND LOGGING <br /> Soil samples were collected from the borings at discrete five-foot intervals using a 1.5-inch <br /> Geoprobe soil sampling assembly loaded with four six-inch brass sleeves. For each soil sample <br /> collected,both ends of the second or other selected sleeve were covered with Teflon sheets, capped <br /> and sealed with tape. Each sample was properly labeled and stored on ice for transport to a State of <br /> California Department of Health Services (DHS)-certified laboratory for analysis. <br /> After soil sample preservation,soil was extruded from the remaining sleeves and described visually <br /> in accordance with the Unified Soil Classification System. <br /> GROUND WATER SAMPLE COLLECTION <br /> A ground water sample was collected from soil borings B-1 through B-4 following soil sample <br /> collection. Depth discrete ground water samples were collected using a five-foot section of <br /> pre-cleaned,one-inch diameter 0.010-inch slotted PVC well screen attached to blank PVC extended <br /> to surface grade. Once the terminal sample was collected,the PVC was inserted into the boring and <br /> in-situ ground water samples were extracted using 3/8-inch diameter polyethylene tubing fitted with <br /> a check valve which was lowered through the hollow center of the PVC piping into the screened <br /> section and manually pumped. Ground water samples were collected into a one-liter amber glass <br /> container and into three laboratory-supplied 40-m1 volatile organic analysis(VOA)vials with sample <br /> preservative.The samples were labeled and stored on ice for transport to a DHS-certified laboratory <br /> for analysis. <br /> Advanced GeoEnvicomncntal,Inc. <br />
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