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PR0503634
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
5/7/2019 4:40:56 PM
Creation date
5/7/2019 4:15:53 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0503634
PE
2950
FACILITY_ID
FA0005914
FACILITY_NAME
VICTOR ROAD SHELL
STREET_NUMBER
880
STREET_NAME
VICTOR
STREET_TYPE
RD
City
LODI
Zip
95240
APN
04905032
CURRENT_STATUS
02
SITE_LOCATION
880 VICTOR RD
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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L ✓ <br /> ENVIRONMENTAL HEALTH DEPARTMENT <br /> SAN JOAQUIN COUNTY <br /> Unit Supervisors <br /> Donna K.Heran,R.E.H.S. 304 East Weber Avenue, Third Floor earl Bergman,R. .H.S., . <br /> Director <br /> Mike Huggins,R.E.H.S.,R.D.I. <br /> Al Olsen,R.E.H.S. Stockton, California 95202-2708 Douglas W.Wilson,R.E.H.S. <br /> • cq.. ::,N�c • Program Manager Telephone: (209)468-3420 Margaret Lagorio,R.E.H.S. <br /> t,c oa Laurie A.Corolla,R.E.H.S. Robert McClellan,R.E.H.S. <br /> Program Manager Fax: (209)464-0138 Mark Barcellos,R.E.H.S. <br /> KAREN PETRYNA MAR 2 2 2002 <br /> EQUILON ENTERPRISES LLC <br /> P O BOX 7869 <br /> BURBANK CA 91510-7869- <br /> RE: SHELL SERVICE STATION SITE CODE: 1746 <br /> 880 VICTOR ROAD <br /> LODI CA 95240 <br /> San Joaquin County Environmental Health Department (EHD) has reviewed Groundwater <br /> Monitoring Report—Fourth Quarter 2001 (the report) dated March 5,2002 prepared by Cambria <br /> Environmental Technology, Inc. (Cambria). Analytical results of the groundwater samples <br /> from Monitoring Well#1 (MW-1) were 16,000 micrograms per liter (µg/1) of methyl tertiary <br /> butyl ether(MTBE),results from MW-2 were 580 µg/l of MTBE,and results from MW-3 <br /> were 6,800 µg/I of MTBE. All three samples indicated a drop in MTBE concentrations <br /> compared to the previous quarter. Groundwater gradient flow direction was reported to the <br /> west. <br /> Since the installation of the monitoring wells on site in November 1999,groundwater <br /> gradient flow direction has been reported as shown on the table below: <br /> Table 1 Historical oundwater flow directions <br /> 11/99 02/00 04/00 08/00 11/00 01/01 05/01 1 08/01 11/01 <br /> Direction I SW NE INE 1W I NE I SE I E ISE JW <br /> Gradient 10.002 0.002 10.003 10.0004 10.0003 1 0.0008 10.0012 10.004 10.003 <br /> SW= southwest NE= northeast W=west NE= northeast <br /> SE= southeast E= east <br /> Due to the large degree of fluctuation in groundwater flow direction, EHD recommends re- <br /> examining previous data and recalculating the groundwater flow directions. A radial diagram <br /> showing different groundwater flow directions was provided in the report,but the flow <br /> directions were not accompanied by the corresponding date of monitoring. EHD requests a <br /> rose-diagram depicting the historical groundwater flow directions and their corresponding <br /> date of measurement be submitted in all future quarterly monitoring reports. <br /> EHD has not received a report of findings of the cone penetrometer testing (CPT) borings <br /> installed in October 2001 to date. Submit the report of the CPT work to EHD by April 19, <br /> 2002. <br />
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