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ARCHIVED REPORTS_XR0010318
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545695
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ARCHIVED REPORTS_XR0010318
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Last modified
5/27/2020 5:07:04 PM
Creation date
5/27/2020 4:50:41 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010318
RECORD_ID
PR0545695
PE
3528
FACILITY_ID
FA0003877
FACILITY_NAME
CITY OF STOCKTON FIRE STATION #2
STREET_NUMBER
110
Direction
W
STREET_NAME
SONORA
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
13731025
CURRENT_STATUS
02
SITE_LOCATION
110 W SONORA ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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' 06 October 2005 <br /> . AGE-NC Project No 01-0827 <br />' Page 3 of 7 <br />' of 35 feet bsg in boring B 18, soil samples were collected using a Geoprobe soil sampling assembly <br /> loaded with four pre-cleaned 1 125-inch by 6-inch brass sleeves <br />' After sample preservation, soil was extruded from the remaining sleeves and field-screened for the <br /> presence of volatile organic compounds using an organic vapor meter(OVM)equipped with a photo- <br /> ionization detector(PID Thermo Environmental 580, 10 0 eV,calibrated to isobutylene) The soil <br />' was also described in accordance with the Unified Soil Classification System Soil boring logs <br /> exhibiting soil profiles are depicted in Appendix B <br />' Soil samples were preserved by covering both ends of the leading, soil-filled brass sleeve with <br /> Teflon sheets,capping,and sealing with tape Each sample sleeve was labeled with soil probe boring <br /> location, depth, time, date and sampler's initials <br />' A grab ground water sample was collected from probe boring B18 using a temporary PVC screen <br /> The probe rods were advanced to a depth approximately four feet below the inferred water table <br />' (approximately 3 5 feet bsg) The hollow-steel rod assembly was pulled up approximately 4 feet,and <br /> a screened casing was inserted into the saturated zone Ground water was allowed to enter the casing, <br /> and samples were retrieved using a modified PVC tubing bailer Sufficient water was collected to <br />' M fill three 40-m1 EPA-approved volatile organic analysis (VOA) vials containing 0 5 ml 18% <br /> hydrochloric acid as a preservative and a one-liter amber bottle The ground water sample containers <br />' were labeled with probe boring designation, date, time, and samplers initials and then placed in a <br /> chilled container <br />' All of the samples were logged on a chain of custody form, placed in a chilled container and <br /> transported to a California Department of Health Services(DHS)-certified laboratory to be analyzed <br /> for <br /> I • Total petroleum hydrocarbons quantified as gasoline and diesel (TPH-g and TPH-d) in <br /> accordance with EPA Method 8015M, and <br /> • Benzene, toluene, ethylbenzene, and total xylenes (BTEX), and the fuel oxygenated <br /> compounds tertiary butanol (TBA), di-isopropyl ether (DIPE), ethyl tertiary-butyl ether <br /> I (ETBE), tertiary-amyl methyl ether (TAME), methyl tertiary-butyl ether (MTBE), <br /> 1,2-dichloroethane (1,2-DCA), and 1,2-dibromoethane (EDB) by EPA Method 8260 <br /> I222 Equipment Decontamination and Boring Completion <br /> Prior to sample collection, soil sampling equipment was thoroughly rinsed with clean water after <br /> • washing with a solution of Alconox Geoprobe rods were thoroughly cleaned prior to soil probe <br /> Advanced GeoEnvironmenlai,Inc <br /> I <br />
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