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ARCHIVED REPORTS_XR0008326
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PR0545674
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ARCHIVED REPORTS_XR0008326
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Entry Properties
Last modified
5/20/2020 10:15:44 AM
Creation date
5/20/2020 10:03:44 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008326
RECORD_ID
PR0545674
PE
3528
FACILITY_ID
FA0006039
FACILITY_NAME
MARK NEWFIELD
STREET_NUMBER
107
Direction
N
STREET_NAME
SCHOOL
STREET_TYPE
ST
City
LODI
Zip
95240
CURRENT_STATUS
02
SITE_LOCATION
107 N SCHOOL ST
P_DISTRICT
004
QC Status
Approved
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LSauers
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EHD - Public
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i <br /> 16 February 1999 <br /> AGE-NC Project No 97-0290 <br /> Page 9 of 11 <br /> 4 3 GROUND WATER GRADIENT AND FLOW DIRECTION <br /> Ground water was encountered at a depth of approximately 47 feet bsg during the installation of <br /> MW-1 During the December 1998 monitoring, the depths to ground water ranged from 44 38 feet <br /> to 46 12 feet below the tops of the well casings The elevation of ground water in each well was <br /> calculated by subtracting the depth to ground water from the surveyed casing elevations Ground <br /> water elevations ranged from 2 36 to 2 80 feet above mean sea level(MSL) Depths-to-ground water <br /> during the January 1999 monitoring ranged from 43 36 feet to 45 28 feet Ground water elevations <br /> at the site ranged from 3 52 to 4 18 feet MSL Ground water rose approximately 1 5 feet between <br /> I04 December 1998 and 26 January 1999 Ground water data is summarized on Table 7 <br /> Ground water elevation contours based upon the data for the January 1999 monitoring event is <br /> Iillustrated on Figure 3 The ground water flow direction was south with a gradient of 0 0015 ft/ft <br /> Historical depth to ground water at the site has ranged from approximately 35 feet bsg in 1971 to 55 <br /> feet bsg in 1993 and 1996, based upon ground water reaps prepared by the San Joaquin County <br /> Flood Control and Water Conservation District between 1971 and 1996 <br /> 44 ANALYTICAL RESULTS OF WATER SAMPLES <br /> TPH-g was detected at concentrations as high as 45,000 parts per billion (ppb, reported as <br /> micrograms per liter, MW-2) TPH-d was detected at concentrations as high as 4,900 ppb However, <br />' samples collected from MW-1 through MW-5 were not analyzed for TPH-d BTEX compounds were <br /> detected at concentrations as high as 5,000 ppb, 5,400 ppb, 1,200 ppb and 5,700 ppb, respectively <br /> (MW-2) Only toluene was detected in the samples collected from MW3 and MW5 at concentrations <br /> I of 12 ppb and 22 ppb, respectively TPH-d, the only analyte detected in the sample collected from <br /> B5, was present at a concentration of 100 ppb Petroleum hydrocarbons were not detected in the <br /> samples collected from MW6 and MW7 <br />' DIPE was detected in the samples collected from P2 and P3 at concentrations of 3 7 b and 7 1 b <br /> p pp pp <br /> I respectively Tertiary butanol was detected in the sample from P2 at a concentration of 23 ppb <br /> Oxygenated compounds were not detected in remaining samples collected from the site Analytical <br /> results of all water samples collected at the site are summarized on Tables 5 and 6 The laboratory <br /> report(MAI Sample Nos 96898-96899, 01889-01892, 99689-99693 and 02460-02461), chain-of- <br /> custody forms and QA/QC are included In Appendix D <br />' Advanced GeoEnsironmental,Inc <br />
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