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ARCHIVED REPORTS XR0012566
Environmental Health - Public
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3500 - Local Oversight Program
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PR0544231
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ARCHIVED REPORTS XR0012566
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Last modified
3/6/2019 4:30:47 PM
Creation date
3/6/2019 1:56:25 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012566
RECORD_ID
PR0544231
PE
3526
FACILITY_ID
FA0023968
FACILITY_NAME
NOMELLINI CONSTRUCTION CO
STREET_NUMBER
1045
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16323040
CURRENT_STATUS
02
SITE_LOCATION
1045 W CHARTER WAY
P_LOCATION
01
QC Status
Approved
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EHD - Public
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�, _ -�A mars: ', s . =c^ ,;= .`tea �- - -•.e - � =- _ -., <br /> o.. _ <br /> II <br /> A <br /> F.: <br /> KtEI\FELDER <br /> 1 EXECUTIVE SUMMARY <br /> This is a report of ground water assessment activities conducted at the Nomellini <br /> Cor;struction facility in Stockton, California. Nornellini Construction retained Meinfelder <br /> to assess ground water beneath the site that may have been affected by an underground <br /> storage tank removed in 1988. The scope at work was based on a work plan approved by <br /> the San Joaquin County Public Health Service,Environmental Health Department. <br /> In February 1991, Kle,infelder installed, developed and sampled three monitoring w;]Is <br /> triangulated around the.tank excavation. Analytical results of the water samples collected <br /> from the monitor wells indicate that ground water has been affected by gasoline and its <br /> compounds Althoughhe,gradient sloped :to;,the,cast;:',the highest conceritrallors:rvere; <br /> g 'j >Htiv^ <br /> deteccid_in moititorin wa,.;, approximately 70 feet-,north of the former;tanks!Total <br /> Petroleum H rdrocarbons (TPH) as gasoline,was!detected at 10,000 ug <br /> y /l, while benzene <br /> was detected at 13,000 ug/I. The concentrations of benzene detected was at concentrations <br /> significantly above the California Title 22,Maximum Contaminant Level(MCL)of 1.0 ug/1 <br /> for drinking water as established by the California Department of Health Services. Due to <br /> the apparent discrepancy between the measured gradient on February 21, 1991 and the <br /> analytical results of samples collected that day, Meinfelder collected additional ground <br /> w water gradient information on April 9 and 19, 1991. <br /> 'I'Ite ground water`gradient beneath the site slopes generally to the east but fluctuates from <br /> east-northeast to east-southeast. Based'on the ground water flow direction, MW-1, the well <br /> approximately 30 feet downgradient of the excavation should ha,.Vu had the greatest <br /> concentrations of petroleum hydrocarbons. It is not clear wbY MW-2 reported the highest . <br /> concentrations during the February sampling event; 49wev4, upap_resatnpling the wells in <br /> -, Jtne;1991,a layer of product(gasoline)was observed'floating on the-water surfacein MW--, <br /> A. Concentrations of gasoline and its components had also increased in water samples <br /> �. collected from the other two wells on that date. <br /> Based on the observed ground water flow direction and analytical results, it appears that <br /> ground water affected by petroleum hydrocarbons extends laterally east from the <br /> excavation possibly off site beyond MW-l. Kleirifelder-recomFnernds further assessment of <br /> ground wate'..tn,assess,thA lateral extent of contaminant migration and the potential for <br /> do►vnward raigration to de <br /> eper aquifets. Efforts should be made to remediate the sail and <br /> ground water beneath the site. <br /> F18-91-62 1 <br /> Copyright 1991 Kleinfelder, Inc. <br />
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