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ARCHIVED REPORTS_XR0005231
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PR0545496
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ARCHIVED REPORTS_XR0005231
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Last modified
3/10/2020 9:06:16 AM
Creation date
3/10/2020 8:45:18 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005231
RECORD_ID
PR0545496
PE
2957
FACILITY_ID
FA0003564
FACILITY_NAME
BLUE STAR
STREET_NUMBER
4040
Direction
E
STREET_NAME
MAIN
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
15727503
CURRENT_STATUS
02
SITE_LOCATION
4040 E MAIN ST
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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' 28 July 2005 <br /> AGE-NC Project No 01-0886 <br />' Page 5 of 6 <br />' 3 3 GROUND WATER GRADIENT AND FLOW DIRECTION <br /> At the time of the May 2005 sampling event,depths to ground water ranged from 64 16 feet(MW-3) <br /> ' to 65 56 feet(MW-2)below the tops of the well casings Ground water elevation at the site ranged <br /> from 33 87 feet(MW-3)to 34 90 feet(MW-1)below MSL, and averaged approximately 34 49 feet <br /> below MSL(Table 1) During this monitoring event,the ground water levels in all three wells were <br /> ' within the screened intervals, indicating that the wells are properly screened to yield ground water <br /> samples representative of shallow ground water conditions <br /> ' Ground water at the site was inferred to be flowing toward the south-southeast under a hydraulic <br /> gradient of approximately 0 015 foot/foot (ft/ft) Figure 5 illustrates the contoured ground water <br /> elevations as measured on 17 May 2005 �- <br /> 3 4 ANALYTICAL RESULTS OF GROUND WATER SAMPLES <br /> TPH- was detected in wells MW-1 and MW-3 at concentrations of 100 micrograms per liter 1 <br /> g g p (p� ) <br /> ' and 200 pg/l, respectively MTBE was detected in wells MW-1 and MW-3 at concentrations of <br /> 55 pg/l and 15 pg/l,respectively <br /> ' 1,2-DCA was detected in wells MW-1 and MW-3 at concentrations of 28 pg/1 and 190 pg/l, <br /> respectively Xylenes were detected in well MW-3 at a concentration of 23 pg/l <br /> ' No other analytes were detected at or above laboratory detection limits in the ground ester samples <br /> analyzed The analytical results of the ground water samples collected on 4-1 -,Wril 2005 are <br /> summarized in Table 3 The laboratory report(CTEL Project No CT214-0505193),QA/QC report, <br /> ' and chain of custody form are included in Appendix G <br /> ' 4.0. SUNEVIARY AND CONCLUSIONS <br /> Based on the data collected from the site, AGE concludes <br /> • In general, silt and clayey silt were encountered from surface grade to 50 feet bsg in MW-1, <br /> 67 feet bsg in MW-2, and 77 feet in MW-3, underlain by alternating layers of silty sand, <br /> ' - - - sandy silt, sand, silt,and clayey silt to the total depths of the borings(80 feet to 85 feet bsg) - <br /> • A total of thirteen soil samples were analyzed for the constituents listed in Section 2 1 1 No <br /> analytes were detected at or above laboratory detection limits in the soil samples analyzed <br /> • At the time of the May 2005 sampling event,depths to ground water ranged from 64 16 feet <br /> ' Advanced GcoEnvironmental,Inc <br /> 1 <br />
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