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PR0536689
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Last modified
3/4/2019 1:39:07 PM
Creation date
3/4/2019 11:13:38 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0536689
PE
2957
FACILITY_ID
FA0021073
FACILITY_NAME
STKN CHARTER WAY COMMINGLED PLUME
STREET_NUMBER
508
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16504016
CURRENT_STATUS
01
SITE_LOCATION
508 W CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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San Joaquin County DIRECTOR <br /> Aqu�N Donne Heran,REHS <br /> ,g ,.,,..•�o Environmental Health Department.x.,,. . p ASSISTANT DIRECTOR <br /> 21iri ,.� ZI <br /> 600 East Main Street Laurie Cotulla,REHS I <br /> F, Stockton, California 95202-3029 PROGRAM COORDINATORS <br /> "•:x Carl Borgman,REHS <br /> �q r F bR a�P Mike Huggins,REHS,RDI I <br /> Website: www.sigov.org/ehd Margaret Lagorlo,REHS <br /> Phone: (209)468-3420 Robert McClellon,REHS <br /> Fax: (209)464-0138 Jeff Carruesco,REHS,RDI j <br /> Kasey Foley,REHS i <br /> STEPHANIE FURGAL MAY 10 2009 <br /> CHEVRON ENVIRONMENTAL MANAGEMENT COMPANY I <br /> 6001 BOLLINGER CANYON ROAD ROOM X2240 <br /> SAN RAMON CA 94583 <br /> RE: Chevron Service Station 9-2033 <br /> 508 Charter Way <br /> Stockton, California <br /> I <br /> San Joaquin County Environmental Health Department (EHD) has reviewed Site <br /> Assessment Report dated December 18, 2006, prepared and submitted by ARCADIS <br /> U.S., Inc. (ARCADIS BBL, formerly known as Blasland, Bouck & Lee, Inc.) on your <br /> behalf for the above-referenced site. This report presents and discusses the results from <br /> the advancement of ten cone penetrometer testing (CPT)/membrane interface probe <br /> (MIP) soil borings and paired direct-push borings advanced adjacent to nine of the ten <br /> CPT borings between July and August 2005 by SECOR International Incorporated. CPT <br /> borings were advanced to depths between 57 and 100 feet below ground surface(bgs) to <br /> characterize the soil lithology, stratigraphy, and identify potential petroleum hydrocarbon <br /> contamination beneath the above-referenced site, while direct-push soil borings (DP-1 <br /> and DP-3 through DP-10) were advanced between 55 feet bgs and 61.5 feet bgs to <br /> characterize soil lithology and collect depth-discrete soil and groundwater samples for <br /> analysis. <br /> Laboratory analyses detected high concentrations of total extractable petroleum <br /> hydrocarbons as diesel (TEPH-d) and total petroleum hydrocarbons as gasoline (TPH-g) <br /> in soil samples collected at approximately 20 to 40 feet bgs in boring DP-4, and at 25 feet <br /> bgs in boring DP-8. Boring DP-4 was located down gradient of the source areas that <br /> include the former and existing underground storage tanks(USTs) and dispenser islands; <br /> and boring DP-8 was located between the former USTs and former southern dispenser <br /> island. <br /> i <br /> i <br /> TEPH-d and TEPH as motor oil(TEPH-mo)were detected at concentrations between 160 <br /> and 230,000 micrograms per liter (µg/L) in every grab groundwater sample collected <br /> from the nine direct-push soil borings at depths between 35 and 60 feet bgs. Based on <br /> these results, BBL proposes the installation of four monitoring well clusters to confirm <br /> and monitor chemicals of concern(COC)both in the upper water table(approximately 20 <br /> feet bgs)and in the deeper water zone at approximately 50 to 60 feet bgs. j <br /> j <br /> i <br /> i <br /> i <br />
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