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COMPLIANCE INFO_2019
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COMPLIANCE INFO_2019
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Last modified
8/3/2020 4:43:31 PM
Creation date
8/3/2020 4:42:43 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2200 - Hazardous Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
2019
RECORD_ID
PR0539773
PE
2220
FACILITY_ID
FA0003785
FACILITY_NAME
GLASSFAB TEMPERING SERVICES
STREET_NUMBER
8690
Direction
W
STREET_NAME
LINNE
STREET_TYPE
RD
City
TRACY
Zip
95304
APN
253-210-180-00
CURRENT_STATUS
02
SITE_LOCATION
8690 W LINNE RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\dsedra
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EHD - Public
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18 October 2019 <br />AGE Project No. 19-4885 <br />Page 2 of 3 <br />SOIL EXCAVATION AND SAMPLE COLLECTION <br /> <br />A total of four excavations were performed at the property on 09 October 2019. The main <br />excavation (EX-1) was completed to a depth of seven feet below surface grade (bsg). A <br />second smaller excavation (EX-2) was completed to the west of EX-1, to a depth of two <br />feet bsg (Figure 2); two pothole excavations were performed northeast of EX-1 and EX-2 <br />to a depth of one-foot bsg. <br /> <br />Soil was excavated in EX-1 and EX-2 until the sidewalls and base of the excavations <br />appeared free of staining and hydrocarbon impact. Soil in the two pot hole locations did <br />not indicate significant evidence of impact and the holes were terminated at one-foot bsg. <br /> <br />One soil sample was collected at the base of the main excavation (EX-1) at a depth of <br />seven feet bsg. The soil sample was hand packed into a two- by six-inch stainless-steel <br />sleeve. Once the sample was packed, each end was covered with Teflon, capped, sealed <br />with tape and stored in a chilled container. The samples were later delivered to Enviro- <br />Chem Inc. (ECI) and analyzed for the following: <br /> <br />• Total petroleum hydrocarbons quantified as gasoline, diesel and motor oil <br />(TPH-g/d/mo) in accordance with EPA Method 8015M. <br />• Volatile organic compounds (VOCs) in accordance with EPA Method 8260B. <br /> <br />Upon completion of excavation and sampling, backfill material was imported to fill the <br />cavities of the excavations. Imported fill was compacted and spread evenly to match the <br />surface level of the surrounding area. Copies of disposal tickets documenting the removal <br />and disposal of 7.4 tons of excavated soil are included in Attachment A. <br /> <br /> <br />FINDINGS <br /> <br />One soil sample (EX-1/7’) was collected from excavation EX-1 at a depth of seven feet <br />bsg and was analyzed for the constituents listed above. TPH -d was detected at a <br />concentration of 65.7 milligrams per kilogram (mg/kg). <br /> <br />No additional petroleum hydrocarbons or VOCs were reported in the excavation soil <br />sample. The laboratory report and chain of custody are included as Attachment B. <br /> <br /> <br />CONCLUSIONS AND RECOMMENDATIONS <br /> <br />Based on laboratory analysis and field evaluation, soil impact encountered during the <br />October 2019 excavation has been removed to the extent practicable. It’s AGE’s opinion <br />that additional excavation and sampling do not appear warranted at this time. <br />
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