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ARCHIVED REPORTS_XR0009576
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0542235
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ARCHIVED REPORTS_XR0009576
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Last modified
5/4/2020 3:10:58 PM
Creation date
5/4/2020 2:35:51 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009576
RECORD_ID
PR0542235
PE
2960
FACILITY_ID
FA0024262
FACILITY_NAME
CANEPA CAR WASH
STREET_NUMBER
248
Direction
E
STREET_NAME
PARK
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13906035
CURRENT_STATUS
01
SITE_LOCATION
248 E PARK ST
P_LOCATION
01
QC Status
Approved
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1 <br /> Additional Soil and Groundwater Investigation Report <br /> Canepa s Car Wash(Park Street) <br />' Juiy 12,2004 <br /> Page 9 <br /> . near the former USTs and down-gradient of the former USTs at all of the sample locations The results of <br />' the groundwater samples from the CPT3, CPT5, and CPT6 sample locations geperally indicate that the <br /> lateral extent of shallow groundwater contamination has been adequately investigated to the east, <br /> northeast, and west The deep intermediate water bearing zone at approximately 74 to 85 feet bgs appears <br />' to be the most highly impacted zone, and the lateral extent of contaminants in this zone, as well as the <br /> lateral extent of contaminants in the deep water bearing zones below approximately 98 feet, have not yet <br /> been defined It appears that the interpreted clayey horizon beginning at approximately 85 feet bgs is <br />' significantly impeding the vertical migration of contaminants in groundwater, as contaminant <br /> concentrations from samples collected below approximately 100 feet are generally one to two orders of <br /> magnitude less than the samples collected above the clayey horizon <br /> The highest concentrations of petroleum hydrocarbon constituents were detected in the shallow <br /> groundwater sample collected from the CPT7 boring in the presumed source area, at 140,000 µg/L (TPH- <br />' G) and 32,000 Nig/L (toluene) The highest concentrations of benzene were encountered in each of the <br /> three down gradient groundwater samples collected from intermediate groundwater depths at 6,000 µg/L <br /> in CPT3 (80-84 feet), at 8,500 pg/L in CPT4 (78-82 feet), and at 7,500 µg/L in CPT5 (82-86 feet) <br /> MTBE, DIPE, and 1,2-DCA were sporadically detected in groundwater samples at low concentrations up <br /> to 16 �tg/L, 4 1 lig/L, and 23 µg/L, respectively MTBE was generally detected at very low <br /> concentrations in the samples collected from shallow groundwater at the periphery of the site <br /> contaminant plume, reinforcing previous indications that the MTBE may be from an off-site source <br /> However, interference from high concentrations of non-target analytes may have masked lower <br /> concentrations of MTBE within the core of the site contaminant plume <br /> In summary, the results of the groundwater and soil investigation indicate that the lateral extent of <br /> contaminants in shallow groundwater and the vertical extent of soil contamination in the presumed <br />' source area at the site have been adequately investigated The lateral extent of contamination in <br /> intermediate, and to a lesser extent, deep water-bearing zones north, northeast and northwest of the site <br /> needs further investigation Four of the five CPT/hydropunch boring pairs encountered refusal prior to <br /> fully investigating the vertical extent of groundwater contamination Generally low concentrations of <br /> petroleum contaminants were encountered in the deepest samples collected, however <br /> 6 0 RECOMMENDATIONS <br /> Condor recommends additional groundwater investigation at the site to further evaluate the vertical and <br /> horizontal distribution of the contaminant plume Condor recommends the installation of five multi- <br /> screened, discrete depth monitoring wells to evaluate and monitor the extent and movenae to of f'ie <br /> contaminant plume int e�ii e dimension h laboratory samples and hydraulic head measurements A <br /> work plan addendum describing the proposed activities is included below <br /> 7 0 WORK PLAN ADDENDUM <br /> This work plan addendum was prepared by Condor to describe the installation of five proposed <br /> I monitoring wells at Canepa's Car Wash, located at 248 Paris Street in Stockton, California (Figure 1 and <br /> 2) The scope of work detailed in this work plan addendum is in addition to the installation of five CPT <br /> borings proposed in the Work Plan for Additional Soil And Groundwater ,Investigation by Cone <br /> Penetrometer Testing, dated November 1, 2002, prepared by Condor, and approved by SJCEHD on <br /> March 18, 2003 At the direction of Mr Wong of the SJCEHD, the above referenced work plan was to be <br /> implemented in phases, with the number and locations of the proposed deep monitoring wells to be <br /> dependent on the results of the CPT investigation The proposed work described in this work plan <br /> addendum is for the installation of five multi-screened, discrete depth groundwater monitoring wells t <br /> g CONDOR <br />
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