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2900 - Site Mitigation Program
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PR0507955
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Last modified
3/26/2020 1:43:03 PM
Creation date
3/26/2020 1:37:34 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0507955
PE
2950
FACILITY_ID
FA0007848
FACILITY_NAME
MARCH LANE UNDERPASS/RR
STREET_NUMBER
0
STREET_NAME
MARCH
STREET_TYPE
LN
City
STOCKTON
Zip
95207
CURRENT_STATUS
01
SITE_LOCATION
MARCH LN
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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k'■ KLEINFELDER <br /> 1 EXECUTIVE SUMMARY <br /> This is a report of Kleinfelder's Limited Phase II Environmental Site Assessment conducted in <br /> the area of the proposed March Lane underpass at the Union Pacific Railroad in Stockton, <br /> California. Mr. Conrad Bridges of HDR retained Kleinfelder on behalf of the City of Stockton. <br /> The assessment was conducted after correspondence with Mr. Ray Deyto from the City of <br /> Stockton and Mr. Bridges, and is based upon Kleinfelder's proposal entitled <br /> "Proposal/Workplan/Cost Estimate, Temporary Groundwater Monitoring Well Installation, <br /> March Lane Undercrossing at Union Pacific Railroad, Stockton, California," dated April 8, 1998. <br /> Kleinfelder conducted this soil and groundwater assessment of the UPPR underpass to evaluate <br /> the potential presence of petroleum contaminants from potential off site sources. Soil and <br /> groundwater samples were collected during construction of the two temporary monitoring wells. <br /> The soil and groundwater samples were analyzed for petroleum constituents and total lead. <br /> During construction of the temporary wells soil samples were collected every five feet from <br /> ground surface: Twenty groundwater samples (ten from each boring EB-1/TW-1 and EB-2/TW- <br /> 2) were submitted under chain-of-custody procedures to Sequoia Analytical Laboratory of <br /> Sacramento, California. Eight of the soil samples were analyzed for petroleum constituents <br /> and/or total lead. <br /> No purgeable hydrocarbons as referenced to gas or benzene, toluene, ethylbenzene, or xylenes <br /> (BTEX) were detected in the soil samples submitted for analyses. Unidentified extractable <br /> hydrocarbons (UEHs) in the C„ to C40 range were detected in both borings, EB-1/TW-1 and EB- <br /> 2/TW-2, at a depth of 5-feet bgs at concentrations of 62.7 mg/kg and 13.5 mg/kg. Total lead was <br /> also detected at 30.7 nig/kg in the five foot soil sample collected from EB-1/TW-1. No other <br /> analytes were detected in the soil samples. <br /> The soils collected from the five foot interval were noted with a hydrocarbon-like odor and <br /> included the highest PID reading of 6.5 ppmv. Because this soil was noted with minor wood and <br /> slight discoloration, it is suspected to be till material. The depth interval range of the suspected <br /> fill material is estimated to be approximately 3 to 8 feet bgs. It is Kleinfelder's opinion that the <br /> contaminants (UEHs and total lead) found were likely imported and therefore probably not the <br /> result of nearby potential sources of contamination (i.e.: spills, leaks etc.). <br /> Two groundwater samples (one from each boring EB-1/TW-1 and EB-2/TW-2) and four water <br /> samples (trip and field blanks) were submitted under chain-of-custody procedures to Sequoia <br /> Analytical Laboratory of Sacramento, California. All six water samples were analyzed for <br /> petroleum constituents and/or total lead. The field and trip blanks were analyzed for purgeable <br /> petroleum constituents only. <br /> 20-3712-08.E01/201810 10 Page I o1`16 <br /> © 1998,Kleinfelder. Inc. hely 9, 1998 <br />
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