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ARCHIVED REPORTS_XR0004539
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545484
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ARCHIVED REPORTS_XR0004539
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Last modified
3/10/2020 11:48:22 PM
Creation date
3/10/2020 11:20:39 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004539
RECORD_ID
PR0545484
PE
3528
FACILITY_ID
FA0003714
FACILITY_NAME
LACHHAR CHEVRON*
STREET_NUMBER
334
Direction
E
STREET_NAME
MAIN
STREET_TYPE
ST
City
RIPON
Zip
95366
APN
26115041
CURRENT_STATUS
02
SITE_LOCATION
334 E MAIN ST
P_LOCATION
05
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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31 <br /> Chevron Products Company 2 <br /> Chevron Station#9-1452 334 Fast Main Street,Ripon,California A nl 24 2001 <br /> • SITE BACKGROUND AND PREVIOUS INVESTIGATIONS <br /> The site is active service station located at 334 E Main Street 1n Ripon, CA Current <br /> site facilities include three 12,000-gallon gasoline USTs, two dispenser islands under a <br /> common canopy, and a station building containing two hydraulic hoists <br /> On September 27, 1995 four underground storage tanks were removed, including two <br /> 10,000-gallon gasoline tanks, one 5,000-gallon gasoline tank, and one 1,000-gallon <br /> waste-oil tank Three 12,000-gallon gasoline USTs were)Installed northwest of the <br /> former UST complex (Figure 2) <br /> M1mmal background information could be referenced In Chevron, SJPHS, or RWQCB <br /> files SJPHS denied a request for closure in June 16, 1997, on the basis that the existing <br /> groundwater monitoring well network are located upgradlent of the former and present <br /> USTs <br /> Results from 4t'quarter 1997 groundwater monitoring, the last data available, indicated <br /> concentrations of TPHg, benzene,TPHd, and MtBE were non-detected 1n any wells <br /> Groundwater flow has been reported consistently to the west at gradients ranging from <br /> 0 0002 to 0 003 feet/feet <br /> PROPOSED SCOPE OF WORK <br /> This Investigation Is Intended to define soil and groundwater conditions west <br /> (downgradient) of the present and former USTs <br /> The following specific goals are outlined to meet the objective of the Site Assessment <br /> • Three soil borings to collect soil and groundwater, <br /> • Review of soil and groundwater data, <br /> • Possible destruction of MW-1, MW-2, and MW-3, <br /> The details of the proposed scope of work are discussed In the following sections <br /> Soil Borings: <br /> Three Geoprobe borings will be advanced in the general locations shown in Figure 2 <br /> The bonngs will be advanced to approximately 40 feet below ground surface (bgs) with <br /> soil samples taken every five feet A Hydropunch will be used to collect a groundwater <br /> sample at approximately 36 feet bgs <br /> Soil and groundwater samples will be analyzed for TPHg, BTEX, and the fuel <br /> oxygenates MtBE, di-isopropyl ether(DIPE), tertiary amyl methyl ether(TAME), ethyl <br /> tertiary butyl ether(EtBE), tertiary butyl alcohol (TBA), ethyl dlbrom>de (EDB), 1,2 <br /> dlchloroethane (1,2-DCA), ethanol, and methanol by EPA Method 8260B <br /> 11Chevron1914521REP0RTS\further site assessment WP_RcvA doc <br />
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