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ARCHIVED REPORTS_XR0004437
Environmental Health - Public
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ARCHIVED REPORTS_XR0004437
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Last modified
2/6/2020 4:54:04 PM
Creation date
2/6/2020 3:42:03 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004437
RECORD_ID
PR0545347
PE
3528
FACILITY_ID
FA0003685
FACILITY_NAME
DBA CIRCLEK, REFUEL PETROLEUM INC.
STREET_NUMBER
419
Direction
S
STREET_NAME
MAIN
STREET_TYPE
ST
City
MANTECA
Zip
95336
APN
21938610
CURRENT_STATUS
02
SITE_LOCATION
419 S MAIN ST
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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1 <br /> WIA <br /> F Inc. Environmental and Engineering Group <br /> Post Office Box 427 <br /> Oakdale, CA 95361 <br /> Office: (249) 848-4280 <br /> Fax: (209) 848-4282 <br />' <br /> Jeffrey Wong, REHS February 7, 2001 <br /> LOP/Site Mitigation Unit N <br /> San Joaquin County PHS/EHD <br /> 304 East Weber Avenue, Third Floor <br /> Stockton, CA 95202 <br /> Re: Boyett Petroleum <br /> 419 S. Main Street <br />' Manteca, CA 95336 <br /> Dear Mr. Wong, <br />' On February 2, 2001, WIU, Inc., Environmental and Engineering Group of Oakdale, California, <br /> in conjunction with VBI In-Situ Testing of Sacramento, California, conducted two (2) Cone <br /> Penetrometer Technology(CPT) exploratory soil penetrations at Boyett Petroluem, located at <br /> 419 S. Main Street, in Manteca, California. <br /> The CPT penetrations were conducted prior to an installation of a deep monitoring well, which <br /> will have a short screen, and will be placed below the groundwater table, in order to define the <br /> extent of the oxygenate contamination below the groundwater table. CPT-1 was completed to a <br /> depth of 3' below ground level(bgl)when the cone met resistance and the penetrating was <br /> terminated. CPT-1 was then moved approximately 2' to the east. It was penetrated to a depth of <br /> 76' bgl when the cone encountered resistance and the penetration was completed at that depth. <br /> CPT-2 was penetrated approximately 21' feet northeast of MW-1, to a depth of 76.4', when the <br /> 1 cone again encountered resistance and the penetration was completed at that depth. <br /> In CPT-1, there exists a clay layer from 20' to 24.1'. From 50.2' to 57.6' there exists a clay layer <br />' and also cemented material. In CPT-2, there exists a clay layer from 23.8' to 26.4'. From 49.7' <br /> to 56.4' and also from 62.7' to 66.9', there exists clay along with cemented material. From 73.3' <br />' to 76.4' (bottom of penetration), there exists cemented material along with very dense soil. The <br /> cone was unable to penetrate below approximately 76' in both penetrations due to very dense <br /> material. <br />' WIC believes that based on the information from the CPT penetrations, there are significant <br /> aquacludes on the site, which are below the groundwater table, and would prevent the vertical <br />�r miaratinn of nxvoenataa Thi-nrnnnePrl rlPPn wP11 ehniilrl not PxtPnd hPvnnr# ePrrnnrl an„arhids% <br /> --- ------ -- ---�o-------- ---- r--r---- <br /> ---r .--- ----------- -------- --� ..__..___ -..1_..__.-.._, <br /> which is approximately 7' thick in both wells. In.CPT-1, this layer exists between 50.2' to 57.6', <br /> �i and in CPT-2, this layer exists exists between 49.7' and 56.4'. The well should be drilled to <br /> 1 <br />
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