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COMPLIANCE INFO 1987-2015
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COMPLIANCE INFO 1987-2015
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Last modified
9/10/2024 2:54:34 PM
Creation date
11/8/2018 9:53:53 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
1987-2015
RECORD_ID
PR0231728
PE
2361
FACILITY_ID
FA0003565
FACILITY_NAME
UNIVERSAL SWEEPINGS SERVICES
STREET_NUMBER
1113
STREET_NAME
SHAW
STREET_TYPE
RD
City
STOCKTON
Zip
95215
APN
14327042
CURRENT_STATUS
02
SITE_LOCATION
1113 SHAW RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
Supplemental fields
FilePath
\MIGRATIONS3\S\SHAW\1113\PR0231728\COMPLIANCE INFO 1987-2015.PDF
QuestysFileName
COMPLIANCE INFO 1987-2015
QuestysRecordDate
5/31/2017 3:41:00 PM
QuestysRecordID
3403671
QuestysRecordType
12
QuestysStateID
1
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EHD - Public
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(vATc <br /> A s s n C I A ? E S I N C <br /> 2.1 Drilling Activities <br /> On May 4, 2001, ATC supervised the advancement of two soil borings to 36 feet below -ound <br /> surface (bgs). A site plan with soil boring locations is shown on Figure 2. Fisch Environmental, <br /> California License C57 683865, advanced the borings using a truck mounted Geoprobe® narrow <br /> diameter rig employing direct push technology. Soil samples were collected from boring 3 SB 1 <br /> and SB2 at five-foot intervals in acetate sampling tubes and were described according o the <br /> Unified Soil Classification System. Descriptions of soil types encountered, field observations, <br /> and sample collection intervals are presented on the boring logs contained in Appendix A. <br /> 2.2 Soil Sampling and Analysis <br /> Each soil sample was field screened with a Flame Ionization Detector (FID) for the presence of <br /> volatile organic compounds. FID readings were never measured above the background level of 7 <br /> parts per million by volume. Sample tubes were then sealed at each end using Teflon tae and <br /> plastic end caps, labeled, and placed on ice. Selected soil samples were kept on ice and del vered <br /> under chain-of-custody documentation to State-certified Argon Laboratories Inc. (FLAP Cert. <br /> No. 2358) for chemical analysis. Following sample collection, the borings were grouted to the <br /> surface with neat cement. <br /> Two soil samples from each boring were analyzed for total petroleum,hydrocarbons as gasoline <br /> (TPHg) and total petroleum hydrocarbons as diesel (TPHd) by EPA Methods 8015, and for <br /> benzene, toluene, ethylbenzene, xylenes (BTEX) and methyl tertiary butyl ether (MTBE) by <br /> EPA Methods 8020. The samples were analyzed on a 24-hour turnaround time. <br /> 3.0 SUBSURFACE CONDITIONS <br /> Soil from borings SB 1 and S132 consisted of silty clay from the surface to depths between 16 and <br /> 19 feet bgs with a layer of sandy silt present in boring SB2. Soil in boring SBI contained silty <br /> sand from depths between 16 and 19 feet bgs to 21 and 24 feet bgs. Soil in boring SB 1 contained <br /> silty clay and sandy clay from depths between 21 and 24 feet bgs to 36 feet bgs, the maximum <br /> depth explored. Soil in boring SB2 contained sandy silt from depths between 16 and 19 feet bgs <br /> and 31 and.34 feet bgs with a layer of sand present. Soil in boring S132 contained silty cla from <br /> depths between 31 and 34 feet bgs and 36 feet bgs, the maximum depth explored. Soil I oring- <br /> logs with a detailed description of soil types are contained in Appendix A. <br /> 4.0 RESULTS <br /> None of the soil samples collected from borings SB 1 or S132 contained detectable concentr tions <br /> of TPHg, TPHd, BTEX, or MTBE. Analytical results of soil samples are summarized in TE ble 1. <br /> Laboratory data sheets and chain-of-custody documentation are presented in Appendix B. <br /> w190754\br55\55Wsum.doc 2 . <br />
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