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ARCHIVED REPORTS XR0012559
Environmental Health - Public
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EHD Program Facility Records by Street Name
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C
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CENTER
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121
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3500 - Local Oversight Program
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PR0544166
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ARCHIVED REPORTS XR0012559
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Entry Properties
Last modified
2/22/2019 6:01:25 PM
Creation date
2/22/2019 1:52:27 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012559
RECORD_ID
PR0544166
PE
3528
FACILITY_ID
FA0005252
FACILITY_NAME
GREYHOUND LINES INC
STREET_NUMBER
121
Direction
S
STREET_NAME
CENTER
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13730011
CURRENT_STATUS
02
SITE_LOCATION
121 S CENTER ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Y l,a.R.-�a"�G n'�r+p•,: 'ut c. - dna yr�+�a+r .;r :a:` c <br /> c$'s <br /> H <br /> SUMMARY AND CONCLUSIONSon <br /> and conclusions presented in this section are ebsummar'and <br /> ta <br /> The summary implementations; 2) <br /> ,� fltl wJrk imp. <br /> collected for and interpretations developed in this reP° <br /> resented in se 110r�E sail chemistry;and 4)water chemistry. <br /> conclusions are P dro eology; <br /> stratiig-raphy and by g <br /> Field Work Implementations at the GLI <br /> • Berr�een September 16-23, 1991, E5 advanced five ail borings <br /> Stockton, California. `Riese boreholts were utilized for soil <br /> Terminal in <br /> sampling locations• <br /> he highest ;lV measurement in each <br /> Soil samples were collected at five.noat i!lteg als during advancement nal the, <br /> boreholes with the sample displaying fes were yz <br /> borehole being submitted for chemical analysis. Soil same <br /> for TPHD,TPHG and BTEX. <br /> Three of the five soil borings were convert otentito alr <br /> contamination associated <br /> The wells were <br /> the UFST system.tructed to monitor p <br /> with past operations rnduct thickness, <br /> • Or. September 23, 1991, the wells ale monitored <br /> ua quality <br /> Samples were analyzed for <br /> depth to water and water quality. <br /> TpHD,TgHG and BTEX• <br /> Hydrogeology <br /> ' <br /> Site Stratigraphy and silts with moderate to well-sorted,fine <br /> • Subsurface materials consist of clayey <br /> - sand lenses. <br /> • <br /> Shallow groundwater underlying the site iloccc r feeder unconfined conditions. <br /> Groundwater was encountered at a dep hydraulic gradient of 0.002 Nft- <br /> " Groundwater flows to the south,with a <br /> • The site is 100 percent paved with asphalt/concrete recha g uid inhibit <br /> vertical and horizontal migration of contamination du <br /> Sail Chemistryles submitted for analysis. <br /> • 7TpHG was not detected in any of the samples from 500 (MW-3) to 6,800 <br /> ranging <br /> .1 pHp was detected cted TPHD at concentrat:ans g gation was <br /> The highest deteS found surface. from a sample <br /> ntr <br /> mg/kg(B-1). <br /> collected at a depth of 25.0 to 26.5 feet b g of the soil samples submitted <br /> Benzene and toluene were not detected in any <br /> for analysis. in from 7.2 (MW-2) to <br /> • Ethyibenzene was detected nes°Weretrations detected only gin sample r[VJ'3 ata <br /> ` 600 ug/kg (B-1). Tot XY <br /> -i concentration of 10 ug/kg. k •1•pH in suit samples to <br /> CB use a concentration,°f a DHS uses a concentration of 1,000 ; <br /> The RWQ i <br /> initiate groundwater investigations• <br /> Lmt4SY132.21/MRVO <br /> 1 <br /> s <br /> IM <br />
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