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SU0011119
Environmental Health - Public
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SU0011119
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Last modified
12/17/2019 5:34:39 PM
Creation date
9/9/2019 10:43:24 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0011119
PE
2622
FACILITY_NAME
PA-1600262
STREET_NUMBER
101
Direction
E
STREET_NAME
TRANSPORTATION
STREET_TYPE
CT
City
FRENCH CAMP
Zip
95231-
APN
19327018
ENTERED_DATE
11/15/2016 12:00:00 AM
SITE_LOCATION
101 E TRANSPORTATION CT
RECEIVED_DATE
11/14/2016 12:00:00 AM
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\T\TRANSPORTATION CT\101\PA-1600262\SU0011119\PHASE 1 ASSESSMENT\Phase 1 Section.pdf
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EHD - Public
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GRANITE CONSTRUCTION — FRENCH CAMP Page 5 <br /> WKA No. 2088 . 09 <br /> October 10, 2005 <br /> From September 1993 through January 1995 five additional monitoring wells (MW4 through <br /> MW 8) were installed to depths of 40 feet bgs at the site to further evaluate the extent of <br /> groundwater contamination beneath the site. The two-inch diameter monitoring wells were <br /> constructed using 0. 024nch screen from 20 to 40 feet bgs. A licensed California surveyor <br /> surveyed the location and casing elevation of the wells. <br /> On September 28, 1993 approximately 700 cubic yards of diesel-contaminated soil was <br /> excavated from beneath the former dispenser island and stockpiled and aerated onsite. Results of <br /> laboratory analysis of soil samples obtained from the excavation revealed low but detectable <br /> concentrations of TPH as diesel. San Joaquin County Environmental Health Department did not <br /> require additional excavation of soil. The UST excavations were lined with plastic and <br /> backfilled with clean fill upon authorization from SJCEHD . The stockpiled soil remains on site <br /> and is currently located in the southwest comer of the property. <br /> Quarterly groundwater monitoring and sampling was performed at the site from 1993 until 2004. <br /> Predominate groundwater flow direction beneath the site has been to the northwest. The <br /> estimated hydraulic gradient beneath the site has ranged from 0.001 feet/foot to 0.0073 feet/foot, <br /> with an average hydraulic gradient of 0.003 feet/foot. Depth to groundwater beneath the site has <br /> ranged from 15 to 30 feet bgs. <br /> Groundwater has been impacted primarily with gasoline and benzene. There has been a <br /> significant decreasing trend in concentrations of gasoline and benzene. Concentrations of TPH <br /> as gasoline have decreased by an order of magnitude (from 3 ,200 µg/I to 220 µg/1) and benzene <br /> has decreased by two orders of magnitude (from 510 µg/1 to 1 .2 µg/1). During the latest sampling <br /> event (October 2004) TPH as gasoline was only reported in well MW I at a concentration of 220 <br /> µg/1. MTBE has been analyzed in the wells from 1998 through 2004. MTBE has never been <br /> detected in any of the monitoring wells, with the exception of a trace concentration reported in <br /> MW8 (0.56 µg/1) during the October 2004 sampling event. Results of the latest laboratory <br /> analysis shows concentrations of TPH as diesel reported in wells MWI , MW2, MW3 , MW6 and <br /> MW7 at concentrations ranging from 87 to 180 µg/1. <br /> NK <br /> WALLACE . KUK <br /> Fi AF')SOU ETES INC. <br />
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