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PR0523277
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Last modified
5/17/2019 9:18:52 AM
Creation date
5/17/2019 9:17:13 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0523277
PE
2950
FACILITY_ID
FA0015722
FACILITY_NAME
DELTA VALLEY TOWING
STREET_NUMBER
1919
Direction
E
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15514004
CURRENT_STATUS
01
SITE_LOCATION
1919 E CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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08 November 2004 <br /> AGE-NC Project No. 04-1215 <br /> Page 2 of 4 <br /> In November 1990, one 12,000 gallon diesel UST was removed from the central portion of the <br /> subject property. Analytical results of soil samples collected from UST excavation were non-detect <br /> or below Maximum Contaminant Levels (MCL) for kerosene, motor oil, diesel and BTEX <br /> constituents(benzene,toluene, ethylbenzene and total xylenes).Field notes from an inspector from <br /> the San Joaquin County Environmental Health Department(EHD)did not indicate any discoloration <br /> or odor. <br /> AGE viewed a 1970/72 Sanborn Fire Insurance Map which showed two structures and a canopy, <br /> plus a"Gas and Oil'notation, on the subject property location; the structures and canopy matched <br /> features depicted on 1993 and 1970 aerial photographs. <br /> DRILLING <br /> On 12 October 2004, five soil borings(B-1 through B-5)were advanced at the site utilizing a van- <br /> mounted Geoprobe 5400 direct-push probing unit equipped with 1.25-inch probing rods. Borings <br /> B-1 through B-4 were advanced in the area of the former gasoline station: <br /> • Boring B-1 was advanced to a depth of approximately 55 feet below surface grade (bsg) <br /> within the suspected tank pit area; <br /> • Boring B-2 was advanced to a depth of approximately 25 feet bsg within the suspected <br /> piping area; <br /> • Boring B-3 and B-4 were advanced to a depth of approximately 15 feet bsg in the area of the <br /> suspected dispenser location. <br /> Boring B-5 was advanced in the former tank pit of the 12,000 gallon diesel UST removed in 1990. <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 /> Advanced GeoEnvironmental,Inc. <br />
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