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ARCHIVED REPORTS_XR0006084
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545601
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ARCHIVED REPORTS_XR0006084
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Last modified
3/23/2020 5:00:52 PM
Creation date
3/23/2020 4:47:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006084
RECORD_ID
PR0545601
PE
3528
FACILITY_ID
FA0003588
FACILITY_NAME
EAGLE ROOFING PRODUCTS
STREET_NUMBER
2191
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95206
APN
16331006
CURRENT_STATUS
02
SITE_LOCATION
2191 NAVY DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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li <br /> _ F l <br /> 07 May 2004 h <br /> AGE-NC Project No 98-0534 <br /> IPage 11 of 14 <br /> measurements or changes of recharge/discharge of the local ground water could greatly modify the <br /> Iinferred ground water flow direction Ground water elevation data are summarized on Table 1 <br /> Dux the nine quarterly groundwater monito g events,low TPH-d concentrations were detected- <br />�• in lfr samples at concentrations as high as `'µg/l, TPH g concentrations were detected in <br /> samples at concentrations as high as 800 µg/1 MTBE and/or various BTEX compounds were <br /> detected in 29 samples at concentrations as high as 350 µg/1 MTBE,0 62 µg/1 Benzene and 1 5 µg/1 <br /> Toluene Analytical results of ground water samples are summarized on Tables 2 <br /> 4.0. WATER WELL RECEPTOR SURVEY <br /> r <br /> F <br /> I 03 March 2003 a representative of AGE performed a reconnaissance of visually observable potential <br /> receptors within a 2,000-foot radius of the above referenced site Water wells or other observable <br /> potential receptors were located during the reconnaissance Results of the March 2003 investigation <br /> are presented in Appendix C <br /> lie 5 0. ASSESSMENT OF HYDROCARBON-IMPACTED SOIL AND GROUND WATER <br /> 1 <br /> Between December 1998 and February 2004, 10 soil borings (P-1 through P-10) and eight ground <br /> fwater monitoring wells (MW-1 through MW-8) were installed at the site, nine ground water <br /> monitonng/sampling events were performed at the site to investigate the extent of hydrocarbon- <br /> impacted ground water in the vicinity of the former USTs - r <br /> 1 <br /> The greatest concentrations ofpetroleum hydrocarbon-impacted soil were encountered in soil boring <br />' P-9 at a depth of 15 feet bsg and in soil boring P-3 at a depth of 10 feet bsg(Table 3),P-1 is located <br /> near the southwest corner of the former UST pit and P-3 is located between former UST 1 and <br /> UST 4 (Figure 2) <br />' High concentrations of TPH-g and TPH-d-impacted ground water were encountered during <br /> advancement of probe borings P 1 through P 10 TPH-g, as detected in grab ground water samples - -� <br /> at a maximum concentration of 11,000 µg/1 in sample PT-H20,TPH-d was detected in grab ground <br /> 1 water samples at a maximum concentration of 7,000 µg/l in sample -H2O TBE and BTEX <br /> at maximum concentrations of 1' 600 1 1, 1, 230µ land <br /> compounds were detected µ� ,�rp� µ� <br />' 1,100 µg/l,respectively TBA and ETBE were detected at maximum concentrations of 42 µg/1 and <br /> 180 µg/l, respectively These initial high grab ground water concentrations were not detected in <br /> subsequent ground water monitoring events - <br /> 1 Since commencement of ground water monitoring the, following trends can be observed from the <br /> analytical data TPH-g has decreased from a maximum concentration of 800 µg/1 in MW-7 to non <br />' Advanced GeoEnvironmental,Inc <br /> 1 L ~ <br /> ' f <br />
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