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ARCHIVED REPORTS_XR0004910
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3500 - Local Oversight Program
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PR0545431
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ARCHIVED REPORTS_XR0004910
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Last modified
3/9/2020 4:53:32 PM
Creation date
3/9/2020 12:00:20 PM
Metadata
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EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004910
RECORD_ID
PR0545431
PE
3528
FACILITY_ID
FA0005191
FACILITY_NAME
FULLER MOBILE HOME PARK
STREET_NUMBER
365
Direction
E
STREET_NAME
LOUISE
STREET_TYPE
AVE
City
LATHROP
Zip
95330
APN
19627022
CURRENT_STATUS
02
SITE_LOCATION
365 E LOUISE AVE
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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i <br /> Fuller Mobile Home Park <br /> 36S E. Louise Ave., Lathrop, California May 28, 1998 <br /> Phase H Site Characterization- Continued Page: 5 <br /> • <br /> I 4.0 Soil Conditions <br /> The subsurface hthology of the Fuller Mobile Home Park site in Lathrop, California, is <br /> characterized generally by silty, clayey sands with thin interbedded silts and clays This is <br /> typical of the valley fill deposits in the region However, this area of investigation finds <br /> soils characterized as clay with sands, gray in color, moist with medium plasticity in <br /> bonngs B-7 thru B-11 B-12 follows the general classification (Appendix C) It is this <br />' distinct difference in soils characteristic in the general proximity of monitoring well MW-3 <br /> which attributes to the intermittent detection of contaminates in the groundwater <br /> Analyses of soil samples show BTEN Gasoline & Diesel contamination in the samples <br />' extend from 12 5' to 17 5' below ground level (bgl) typically Boring B-7 to the south <br /> finds Diesel contamination extending to a depth of 22 5' bgl Boring B-12 identified <br /> MTBE ranging from 2 7 to 2 8 ug/kg at 27 5' and 32 5' at the eastern boundary <br /> approximately 11 feet into the neighboring property <br /> • Lithologic cross-sections were constructed from data from all borings (Figures 5, 6, 7 & <br />' 8) Contamination cross-sections were constructed from analytical data from all borings <br /> (Figures 9, 10, 11 & 12) Soil Samples from B-5 & 6 and MW-4, 5, 6 & 7 were all ND <br /> (Table 1 & Appendix A) From these cross-sections the lateral and vertical extent of soil <br /> contamination has been defined (Figure 13) <br /> 5.0 Biological Assay Data & Dissolved Oxygen <br />' At the request of Mr James Digorgio of the State Water Regional Board a Hydrocarbon <br /> Degrading Bacteria Enumeration Assay was conducted on samples collected from the <br /> contaminated soils zone Samples submitted for Assay were B-7 at 12 5' bgl, B-9 at 12 5' <br />' bgl and B-11 at 12 5' bgl <br /> The Biological Hydrocarbon Degrading Assay identified both long and short chained <br />' hydrocarbon degraders The Colony Forming Units (CFU) per gram of sample ranged <br /> from 3 9 x 102 CFU in B-7 to 2 4 x 102 CFU in sample B-9 This indicates greatly <br /> elevated levels of hydrocarbon degrading bacteria in the contaminated soils mass In a <br />' discussion with Dr Sean P Bushart, Ph D with Cyto Culture International, Inc , he stated <br /> that the levels of dissolved oxygen identified in MW-3 at 2 2 mg/L and MW-6 at 4 0 mg/L <br /> in conjunction with the actual values of Hydrocarbon Degrading Bacterial Colony <br />' Forming Umts/gram present does indicate good intrinsic values for remediation (Appendix <br /> M D) A supporting factor to this are the analytical values of Diesel Hydrocarbon declining <br />' from 14,000,000 ug/kg found at boring B-3 at 12 5' in depth during the 1992 sampling <br />
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