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ARCHIVED REPORTS_XR0012343
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545517
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ARCHIVED REPORTS_XR0012343
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Last modified
3/11/2020 11:06:09 PM
Creation date
3/11/2020 11:18:04 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012343
RECORD_ID
PR0545517
PE
3528
FACILITY_ID
FA0003798
FACILITY_NAME
MARCH LANE 76*
STREET_NUMBER
2701
Direction
W
STREET_NAME
MARCH
STREET_TYPE
LN
City
STOCKTON
Zip
95219
APN
11619007
CURRENT_STATUS
02
SITE_LOCATION
2701 W MARCH LN
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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• <br /> ERI 205513 QS5 Tosco 76 Service Station 5886 Stockton, California July 30, 1998 <br /> subnuttal of a Soil and Water Investigation Report To date, Tosco has not received a response from <br /> • SJCPHS/EHD <br /> Tosco performed a well survey to identify registered wells within a 1/4 mile radius of the site The <br /> purpose of this survey was to identify wells that may provide conduits for potential vertical migration <br /> of dissolved hydrocarbons and oxygenate compounds and provide information regarding sensitive <br /> receptors in the area The data indicates ten documented wells are located within 1/4-mile of the site, <br /> seven of these wells are cathodic protection wells and three are water supply wells (i a irrigation) <br /> The closest water supply well is approximately 1,000 feet northeast of the site in the generally <br /> upgradient direction of interpreted groundwater flow <br /> In July 1997, Triangle Environmental, Inc performed a tightness test to evaluate the integrity of the <br /> • existing fuel distribution system The results indicate the system passed within allowable tolerances <br /> During third quarter 1997, Tosco performed an underground utility search to identify locations and <br /> orientations of utility trenches and evaluate whether these facilities may provide conduits for the <br /> potential lateral off-site migration of dissolved hydrocarbons and oxygenate compounds The results <br /> of this utility search indicated that utilities are primarily located within the March Lane right-of-way <br /> and are oriented east to west Lateral utility trench lines servicing specific sites are oriented <br /> perpendicular to the main utility lines The deepest utility trench appears to be a 21-inch sewer line <br /> located approximately 70 feet south of the site This line is situated approximately 10 5 feet bgs <br /> directly south of the site and is inclined towards the west measuring approximately 12 feet bgs 200 <br /> feet southwest of the site The locations of underground utilities are shown on Plate 2 <br /> On January 28, 1998, Tosco submitted the fourth quarter 1997 Quarterly Summary Report which <br /> included proposed off-site cone penetrometer (CP) locations to further evaluate the extent of dissolved <br /> MTBE detected in groundwater during ongoing quarterly groundwater monitoring and sampling The <br /> proposed CP locations are shown the Plate 2 Tosco is presently awaiting SJCPHS/EHD approval of <br /> • the proposed locations <br /> ONGOING WORK <br /> Based upon previous work completed at the site and in accordance with the correspondence and <br /> request from the SJCPHS/EHD, Tosco completed the following <br /> • <br /> • GRI of Dublin, California performed groundwater monitoring and sampling at the site on <br /> June 17, 1998 The results and data are attached The results of the quarterly monitoring <br /> and sampling event indicate the following <br /> Groundwater was measured at approximately 5 9 to 8 9 feet bgs (an elevation <br /> decrease of approximately 1 foot since the first quarter 1998 groundwater monitoring <br /> and sampling event) During June 1998, groundwater flow direction was towards the <br /> southwest at a hydraulic gradient of approximately 0 003 Historic groundwater flow <br /> directions and gradients are shown on the Groundwater Flow Direction and Gradient <br /> Rose Diagram (Plate 3) <br /> • <br /> 3 <br /> • <br />
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