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ARCHIVED REPORTS_XR0005960
Environmental Health - Public
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1022
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2900 - Site Mitigation Program
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PR0534875
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ARCHIVED REPORTS_XR0005960
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Entry Properties
Last modified
4/7/2020 2:11:04 PM
Creation date
4/7/2020 1:50:11 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005960
RECORD_ID
PR0534875
PE
2960
FACILITY_ID
FA0020170
FACILITY_NAME
AAA TRUCK WASH/JIMCO TRUCK PLAZA
STREET_NUMBER
1022
Direction
E
STREET_NAME
FRONTAGE
STREET_TYPE
RD
City
RIPON
Zip
95366
APN
26102004
CURRENT_STATUS
01
SITE_LOCATION
1022 E FRONTAGE RD
P_LOCATION
05
P_DISTRICT
005
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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72 <br /> 10 November 1.999 <br /> AGE-NC Project No. 98-0433 <br /> Page.5 of,13 <br /> i , 1 <br /> ' Total petroleum hydrocarbons quantified as gasoline and diesel (TPH-g and TPH-d) by EPA <br /> Method 8015 Modified and <br /> ' • Volatile aromatic conipotulds: benzene, toluene, ethylbenzene and total xylenes (BTEX) and <br /> mcthyl-tort-butyl ether (MTBE) by EPA Method 8'OM <br /> • Oxygenated fuel additives: TVITBE, tertiary butyl alcohol (TBA), di-isopropyl ether (DIPS), <br /> ethyl tertiary butyl ether(l TBE).and tertiary amyl methyl ether(TAME) in accordance with <br /> LPA methods 8260 Modified. <br /> The results of the soil sample laboratory analysis are presented in Section 4.2. <br /> During drilling, auger returns were monitored for the presence of Organic vapor* using an orbame <br /> vapor analyzer (OVA.) egt)ipped with a photo-ionization detector .(PID' Thermo l zlvironmental <br /> 580A, 10.0 eV, calibrated to isobtayleric). AfUei: returns «icre placed on plastic and stored on-site <br /> pending laboratory analysis and disposal at a licenced facility. <br /> 3.5.2. t,OGGING <br /> Duplicate soil samples were extruded from the excess brass sleeve or soil sample location in the core° <br /> barrel sample and were screened for the presence of organic vapor, rising the OVA. The OVA <br /> readings Nvere recorded on.the boring logs. Soils were visually described and logged in accordance <br /> with the Unified Soil Classification System (USCS). A description of the soils crimentered in the <br /> site invCstigation soil bbrings is presented in Section 4.1 . Boring logs are presented in Appendix A. <br /> 3.5.3. MONITORING WELL INS'i-ALLATION AND DEVI LOPML:NIT <br /> A total oft I ve ground water monitoring vxlls were ii)stalled at the site (Figure 2). t'ollowing drilling <br /> ' and sampling of soil borings MW-1 throttgh MW-5, the soil borings were completed as ground water <br /> monitorang wells. IJach ground monitoring well was completed with 20 feet of well screen section. <br /> The wells were constructed using two 2-inch diameter, schedule 40 PVC casing and have the <br /> ' foltowin- designs all(.] material: <br /> jMonitoring wells were constructed with 0.02-inch slotted screen installed fro;n depths of*10 to 30 <br /> ' feet bs mcl with blank casino;cxtending to the surface. A filter hack was installed using 43 Lonestar <br /> saner from 9 to 30 feet bsg:Bentonite chips \`T?erc used to nlal<c a 0=400t transition seal above the <br /> sts �d pac]<:'l�hc rcmaiuin�� annular shave teas bacl:.lilled io within six inches of surface grade with <br /> portland CQilleflt. A trap lc-ratcd veli box (8-inch diameter) was Installed over e,,fch well, in <br /> r accordance With COLIMV re,1,11ations. Monitoring well design specifications are depicted in Appendix <br /> . .frh•u�tcc°rl(.>cof?n�•ir'anrmcntal, fnr. <br />
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