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ARCHIVED REPORTS XR0001712
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2900 - Site Mitigation Program
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PR0522479
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ARCHIVED REPORTS XR0001712
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Last modified
5/17/2019 3:01:56 PM
Creation date
5/17/2019 2:35:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001712
RECORD_ID
PR0522479
PE
2957
FACILITY_ID
FA0015299
FACILITY_NAME
GEWEKE LAND DEVELOPMENT & MARKETING
STREET_NUMBER
16
Direction
S
STREET_NAME
CHEROKEE
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04323013
CURRENT_STATUS
01
SITE_LOCATION
16 S CHEROKEE LN
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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�N N <br /> 19 July 2004 <br /> AGE-NC Project No 95-0109 <br /> Page 5 of 7 <br /> 3.0. FINDINGS <br /> Soil descriptions were determined from field data collected between 12 April and 14 April 2004 <br /> Ground water elevation and flow direction were Inferred from the field data The petroleum <br /> hydrocarbon-Impact to ground water was quantified by laboratory analysis of the ground water <br /> samples <br /> 31 STRATIGRAPHY <br /> Generally, light brown to brown clayey silt and sandy silt were encountered from surface grade to <br /> approximately 13 feet bsg Orange brown to green brown to brown silty sand to sand and gravelly <br /> sand was encountered from 13 feet to 23 feet bsg Generally yellow brown to brown sandy silt and <br /> silt was found around 25 feet bsg In the monitoring well borings, silty sand and sand was <br /> encountered from after 25 feet bsg to dust above 40 feet bsg The borings for the ozone wells were <br /> silty sand and sandy silt at 30 and 35 feet bsg At 40 feet bsg, all borings generally had some clayey <br /> silt in varying colors Ozone borings contained silty sand, sand and gravelly sand from 45 feet bsg <br /> to total depth The majority of the soil below 40 feet bsg in the monitoring well borings was silty <br /> sand, sand and gravelly sand <br /> Organic vapor was detected in some soil samples collected from ozone well borings OW-2 and <br /> OW-3 at concentrations as high as 490 parts per million(ppm)in the sample collected from 25 feet <br /> bsg in boring OW-3 PID data is included on the boring logs (Appendix A) <br /> 3 2 GROUND WATER GRADIENT AND DIRECTION <br /> On 26 June 2004, the depth to ground water ranged from 56 73 feet to 60 75 feet below the tops of <br /> the well casings Ground water elevations at the site ranged from 2 51 feet below mean sea level <br /> (MSL)in well MW-5 to 6 97 feet below MSL In well MW-17 Ground water levels were within the <br /> screened Intervals of water-table wells MWA through MW-14 and MW-16, but ranged from <br /> approximately 15 to 52 feet above the screened intervals of the deep-screened wells MWA 5, <br /> MW-17,MW-18 and MW-19 Data from wells MW-1 through MW-5 were not used to infer ground <br /> water flow direction or gradient because these wells are screened at different Intervals than the <br /> remaining wells <br /> The ground water for the well network was Inferred to be flowing towards the south The ground <br /> water gradient ranged from approximately 0 002 ft/ft on-site to 0 005 ft/ft off-site Figure 3 Illustrates <br /> the contoured ground water elevations, historical ground water flow directions are summarized on <br /> i Table 4 <br /> Advanced GeoEnvironmental,Inc <br />
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