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EnvironmentalHealth
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99 (STATE ROUTE 99)
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3978
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2900 - Site Mitigation Program
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PR0518304
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SITE HISTORY
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Last modified
11/19/2024 1:57:03 PM
Creation date
4/1/2020 4:08:04 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE HISTORY
RECORD_ID
PR0518304
PE
2950
FACILITY_ID
FA0013818
FACILITY_NAME
LOW PRICE AUTO GLASS
STREET_NUMBER
3978
Direction
S
STREET_NAME
STATE ROUTE 99
City
STOCKTON
Zip
95205
APN
17917103
CURRENT_STATUS
01
SITE_LOCATION
3978 S HWY 99
P_LOCATION
01
QC Status
Approved
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SJGOV\sballwahn
Tags
EHD - Public
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r y <br /> 06 May 2002 <br /> AGE-NC Project No. 02-0913 <br /> Page 2 of 4 <br /> Assessment Work Plan, dated 21 March 2002. <br /> Soil probe borings P-1 through P-4 were advanced utilizing a truck-mounted Geoprobe 5400 <br /> equipped with 1.125-inch diameter probe rods using"direct push"technology. Probe borings P-1 <br /> and P-2 were advanced vertically at the former UST location to depths of 30 feet below surface grade <br /> (bsg). Probe borings P-3 and P-4 were advanced vertically at the former dispenser islands to depths <br /> of 40 feet bsg and 20 feet bsg,respectively. The four probe borings were advanced for collection of <br /> soil samples. <br /> Soil samples were collected at 5-foot intervals to total depth in each boring. Each sample was <br /> collected utilizing a 1.125-inch Geoprobe soil sampling assembly loaded with four six-inch brass <br /> sleeves. After collection, the ends of the second brass sleeve were covered with Teflon sheets, <br /> capped and sealed with tape.Each sample sleeve was labeled with soil probe boring location,depth, <br /> time, date and sampler's initials and then placed in a chilled container. The samples were then <br /> shipped under chain-of-custody to an analytical laboratory for analysis. <br /> Following sample collection,probe borings were backfilled to surface grade with Portland cement. <br /> EQUIPMENT DECONTAMINATION <br /> Prior to sample collection,the Geoprobe soil sampling equipment was'thoroughly rinsed with clean <br /> water after being washed with a solution of Alconox. Geoprobe rods were thoroughly cleaned prior <br /> to soil probe boring advancement. <br /> ANALYTICAL METHODS <br /> The soil samples were transported to Cal Tech Environmental Laboratories (CTEL), a California <br /> Department of Health Services-certified laboratory,for analysis. Soil samples P 1-20,P2-20,P3-15, <br /> P3-25,P3-40 and P4-10 were analyzed for the following: <br /> • Total petroleum hydrocarbons quantified as gasoline (TPH-g) in accordance with EPA <br /> Method 8015 Modified; <br /> • Benzene,toluene,ethylbenzene and total xylenes(BTEX)and the oxygenated ether methyl- <br /> tertiary butyl ether (MTBE) in accordance with EPA`Method 8021; and <br /> • MTBE in accordance with EPA Method 8260B. <br /> EPA Method 8260B analysis of soil samples P3-15,P3-25 and P3-40 was performed one day beyond <br /> the laboratory hold time. <br /> Advanced GeoEnvironmental,Inc. <br />
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