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ARCHIVED REPORTS XR0012560
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544169
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ARCHIVED REPORTS XR0012560
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Last modified
2/22/2019 10:35:54 PM
Creation date
2/22/2019 3:13:14 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012560
RECORD_ID
PR0544169
PE
3528
FACILITY_ID
FA0006437
FACILITY_NAME
CHEVRON STATION #90557*** (INACT)
STREET_NUMBER
139
Direction
S
STREET_NAME
CENTER
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13730012
CURRENT_STATUS
02
SITE_LOCATION
139 S CENTER ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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z <br /> Site Assessment Report April 5,1991 <br /> 139 Soud,Center,Stocl,m.CA Page 5 <br /> SCOPE OF WORK <br /> Subsurface soil and water conditions at this she were Investigated to assess the presence and <br /> extent of adsoibed or dissolved subsur#a:.e gasoline hydre=bons. The following is a summary of the <br /> work performed for this investlgadon: <br /> -a <br /> 0 Obtained a well permit from th.4 San Joaquin County Public Heaith Department, <br /> Environmental Health Divlsion to Install four groundwater-monhoring wells at this site. A <br /> copy of tiv pcnnh is Included in appendix A. <br /> ~ 0 Drilled and logged four on-site soil borings. Soil boring locations were volected to <br /> assess the character of dissolved petroleum hydrocarbons in the groundwater beneath <br /> the sits. <br /> o IrMalled four,2-Inch-dlametc,polyvinyl chlorida(PVC)groundwater monitoring wells In <br /> ' the sail borings. :.rter installation,the wells were surveyed by a professional surveyor to <br /> ,., establish Location and wellhead elevatlon. <br /> i <br /> 0 Prepared this summary report,which Includes the results and findings of the <br /> •t uivast�atlon. <br /> RRONITORING•WELL INSTALLATION PROCEDURES <br /> Soil Borfnas. Four borings for the installation of grounclwater-monitoring wells(MW 1,MW-2, <br /> M-3 and MW4)were drilled on site on February 14 and 15, 1991,anc February 19, 1991. The <br /> locations of these borings are shown on the Sits Plan (Figure 2). The boring locations ware selected <br /> primarily to determine t1;3 gradlent and quality of the first saturated Zone beneath the site. Each boring <br /> was drilled using a truck-mounted rotary drill rig with 8.5-Inch cutside diameter(O.D.),hoilow-stem <br /> augers. Drilling was supervised by a Groundwater Technology field geologist,who maintained a <br /> t < <br /> continuous log of the materials encountered Ins r'r snoe with the Unified Soil Classification Systam <br /> and selected soil samples for possible laboratory analyses. For the borings for Myr'-1,MW-2 and MW-3, <br /> a 5-foot-long core barrel was used to obtain a continuous core of the Intervals drilled. Sail samples for <br /> GROUNDWATER <br /> _ T'ECHNOLOGY,INC. <br />
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