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ARCHIVED REPORTS_XR0006084
EnvironmentalHealth
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3500 - Local Oversight Program
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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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f <br /> 4 ` 4 <br /> 07 May 2004 <br /> AGE-NC Project No 98-0534 <br />' Page 5 of 14 'J �ti�1� <br /> at concentrations up to k6"µg/l in sample P7-water Other BTEX compounds were also <br />' detected at concentrations as high as 1,100 µg/l (xylenes in P3-water) <br /> MTBE (by EPA Method` 8020) was detected in sfx of the water samples analyzed at <br />' concentrations ranging from 6 3 µg/1 in sample P8-water to 1,200 µg/1 in sample P9-water <br /> MTBE,ETBE and TBA were detected by EPA Method 8260 Modified in nine of water <br /> samples analyzed at a maximum concentration of 1,600 µg/1 in sample,P9-water (MTBE) <br /> The analytical results of selected soil and ground water samples are summarized in Tables <br />' 2, 3 and 4 Field procedures and sample results for the June 1999 excavation were reported <br /> in Preliminary.Investigation and Evaluation Report, dated 18 April 2000,prepared by AGE <br /> • 20 and 21 July 2000, eight pilot borings were advanced to 30 feet bsg and completed as ' <br /> monitoring wells (MW-1 through MW-8) utilizing 2-inch diameter PVC well casing As- <br /> built monitoring well diagrams for MW-1 through MW-8 arc shown on Figure 3,boring logs <br /> for wells MW-1 through MW-8 are included with Appendix B Discrete soil samples were <br /> collected at 5-foot intervals, beginning at 5 feet bsg, to total depth of each boring with the <br /> exclusion,of MW6 In boring MW6, soil samples were collected at two-foot intervals, <br />� . starting at 10 feet bsg <br /> A total of twenty soil samples were submitted to MAT for analysis of TPH-g,TPH-d,BTEX, <br /> MTBE, ETBE,TAME,DIPE,TBA, 1,2-DCA and EDB None of the above mentioned fuel <br /> components were detected by laboratory analysis The analytical results of selected soil <br /> samples are summarized in Tables 3 and 4 Results of the July 2000 investigation were <br /> reported in Quarterly Report-3rd Quarter 2000, dated 09 October 2000,prepared by AGE <br /> • 02August 2000-the casing elevation of each installed well was surveyed to the nearest 0 01- , <br /> I foot,relative to well MW-1 assigned a relative,arbitrary elevation of 5 00 feet Initial ground <br /> water levels measured at MW-1 through MW-8 averaged 10 38 feet below the tops of the <br /> well casings, ground water was inferred to be flowing to the south and southwest with a r <br /> nearly flat hydraulic gradienf of 0 003 feet/feet TPH-g w snot detected in any of the aground <br /> water:samples _TPH_d,was only detected in_samplesA W-4-and MW-6-at.41�0 µg/Land <br /> 82 µg/1,respectively-Of the BTEX compounds,only toluene was detected in sample MW-4 <br /> at 0 63µg/l MTBE was detected in samples MW-3, MW-4, MW-6 and MW-7 at 3 7 µg/1, <br /> 13 µg/1, 350 µg11 and 2 2 µg/1, respectively ETBE was detected at 24 µg/1 in sample MW-6 <br /> and TBA was detected at 21 µg/l in sample MW-4 -No other petroleum hydrocarbon <br /> Iconstituents or fuel oxygenating compounds were detected during the laboratory analysis <br /> The results of the monitoring well survey and ground water elevations are summarized in <br /> I Table 1, analytical results of ground water samples are summarized in Table 2 Results of <br /> the August 2000 ground water monitoring event were reported in Quarterly Report - 3rd <br /> ,• Quarter 2000, dated 09 October 2000, prepared by AGE <br /> Advanced GeoEnvironmental,Inc <br />
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