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3500 - Local Oversight Program
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PR0545382
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Last modified
3/4/2020 4:16:32 PM
Creation date
3/4/2020 4:03:52 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0545382
PE
3528
FACILITY_ID
FA0003925
FACILITY_NAME
COS MUNICIPAL SERVICE CTR
STREET_NUMBER
1465
Direction
S
STREET_NAME
LINCOLN
STREET_TYPE
ST
City
STOCKTON
Zip
95206-1941
APN
16504015
CURRENT_STATUS
02
SITE_LOCATION
1465 S LINCOLN ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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10 May 2000 <br /> AGE-NC Project No. 99-0641 <br /> Page 2 of 5 <br /> quantified as gasoline (TPH-g), total petroleum hydrocarbons quantified as diesel (TPH-d), total <br /> — petroleum hydrocarbons quantified as motor oil (TPH-mo), volatile aromatic compounds: benzene, <br /> toluene, ethylbenzene, and total xylenes (BTEX), and total lead in accordance with the appropriate <br /> EPA Methods. <br /> TPH-g and TPH-mo were not detected at concentrations equal to or above laboratory reporting limits <br /> _ in the soil samples collected beneath the former UST bottoms. TPH-d was detected in soil sample <br /> T3N collected beneath a former UST bottom at a concentration of 100 milligrams per kilogram <br /> (mg/kg). BTEX compounds were detected in soil samples collected beneath the former USTs at <br /> concentrations as high as 440 micrograms per kilogram (}ug/kg). TPH-g and TPH-mo were detected <br /> in soil samples collected from the stockpiled soil at concentrations as high as 6.3 mg/kg and 48 <br /> mg/kg, respectively. Lead was detected in one composite soil sample collected from the stockpiled <br /> soil at a concentration of 38 mg/kg. <br /> PROBING AND SA.NIPLING <br /> On 17 March 2000, AGE advanced two soil probe borings at the site. The soil probe borings were <br /> advanced using AGE's van-mounted Geoprobe 5400 direct-push probing unit equipped with 1.25- <br /> inch probing rods. The Geoprobe advances soil probe borings by hydraulic pushing and/or pneumatic <br /> hammering to drive soil and ground water sampling tools to specified depths. Probe borings B 1 and <br /> B2 were advanced and sampled to depths of 30 feet below surface grade (bsg), exceeding the <br /> proposed 20 feet bsg. <br /> Discrete soil samples were collected using the Geoprobe push-dm en 2-inch diameter sampler fitted <br /> with four six-inch long brass sleeves at 5-foot intervals, beginning at 5 feet bsg from both soil <br /> _ borings. Soil samples were preserved by covering both ends of the second brass sleeve with Teflon <br /> sheets, capping and sealing with tape. Each preserved sample sleeve was labeled with soil boring <br /> location, depth, time, date and sampler's initials and was stored in a chilled container under ice. <br /> Soil samples were field screened for the presence of volatile organic compounds using an organic <br /> vapor meter(OVM). Selected soil samples were logged on a chain-of-custody form, transported to <br /> — a State of California Department of Health Services (DHS)-certified laboratory and were analyzed <br /> for: <br /> • TPH-g and TPH-d in accordance with EPA Method 5030/8015M; <br /> • BTEX compounds in accordance with EPA Method 8020; <br /> Advanced GevEmironmental,Inc_ <br />
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