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ARCHIVED REPORTS_XR0012618
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545653
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ARCHIVED REPORTS_XR0012618
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Last modified
5/6/2020 4:48:28 PM
Creation date
5/6/2020 4:00:14 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012618
RECORD_ID
PR0545653
PE
3528
FACILITY_ID
FA0003727
FACILITY_NAME
CHEVRON STATION #96465 (INACT)
STREET_NUMBER
5608
Direction
N
STREET_NAME
PERSHING
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
10815011
CURRENT_STATUS
02
SITE_LOCATION
5608 N PERSHING AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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•ij <br /> N. <br /> . s <br /> GROUND NATER <br /> TECHNOLOGY <br /> a nn151ax uinll ACCUIERY SYSTEMS.ISC 5047 CLYlon Road,Canconl,Cd 9.1521.14151671-23a7,lelej;fStSNe7 <br /> September 26, 1986 <br /> 20-2894 r/ <br /> Laurie Cotulla �F <br /> San Joaquin Local Health District < <br /> P.O. Box 2009 <br /> Stockton, Ca. 95201 S <br /> Re: Chevron Service Station, 5608 North Pershing Avenue <br /> Dear Ms. Cotulla, <br /> This letter is to inform you of Groundwater Technology <br /> Inc. 's proposed procedures for the investigation of a suspected <br /> subsurface, ga^oline leak at the Chevron Service Station located <br /> ,_. at 5608 North ..ershing Avenue in Stockton California. A leakage <br /> of an unknown quantity of gasoline is suspected to have occurred <br /> in the product line between the pump island and the underground <br /> fuel storage tanks. A site sketch showing the underground tank <br /> and piping locations is provided for your reference. <br /> The purpose of this investigation is to determine if a leak <br /> has occurred at this site and if so to define Vie extent and <br /> magnitude of the impact to the subsurface soil4 and groundwater.. <br /> The following procedures outline Groundwater Technology's <br /> mat hOJOlogy in conducting the investigation. <br /> 1. Three deep soil borings will be drilled to define the <br /> vertical extent of soil contamination and permit the construction <br /> of groundwater monitoring wells, if necessary, to evaluate the <br /> impact on the shallow groundwater system. The site sketch shows <br /> the proposed location of the three borings (See Figure 1). <br /> 2. The monitoring wells will be constructed of 4 inch machine <br /> slotted PVC screen and casing installed within a 12 inch borehole <br /> (See Figure 2). The screened interval will extend a minimum of <br /> 10 feet above and 20 feet below the water table (unless a <br /> competent aquitard is encountered less than 20 feet below the <br /> water table). Bentonite overlain by cement grout will be used to <br /> seal the annular space above the screened interval. <br /> Other ollk-j,Redonda Reach.GL Tampa,FI_Mandeville.!A'Norwood,MA.Novi,%11: <br /> Minneapolis.M.,Gntenrille,Nit Chadds Fond,PA�Montreal,Quehec.Canada <br />
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